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BP05-1584 - RC-12-05-1584Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Permit Status: APPROVED Issue Date: Not Issued Expires:1111012006 Permit Number: RC-12-05-1584 Owner's Name: WILLIAM FOLTZ one: Permit Type: Residential Construction Work Classification: Miscellaneous Parcel #: 1131010230230 Block: Job Address: 167 100 Terrace NW Section: Miami Shores, FL 33138-0000 Contractor(s) Phone Primary Contractor THE HOME DEPOT DOMINICK MON 770/433-8211 Yes Additional Information Type of Construction: CHANGE DOORS Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: 12/6/2005 Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $1.20 Education Surcharge $0.40 Miscellaneous Fee $20.00 Permit Fee - Additions/Alterations $100.00 Scanning Fee $6.00 Technology Fee $3.00 Total: $130.60 Building Department File Copy Final Lot: PB: Total Square Feet: 1054 Total Valuation: $ 2.000.00 Invoice Number Amt Due Amt Paid RC-12-05-22914 $130.60 $130.60 Total: $130.60 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Building Permit Permit Number: B P2005-1584 Printed:11/14/2005 Page 1 of 1 Applicant: WILLIAM FOLTZ Owner: FOLTZ JOB ADDRESS: 167 NW 100 hiVRUTI TE RR Contractor THE HOME DEPOT DOMINICK MONTALBANOontractor's Address: 5917 NW 49TH LANE Local Phone: 770/433-8211 Parcel # 1131010230230 Legal Description: 1 53 41 BONMAR PK ADD A RE -SUB PB 24-71 LOT 15 & W1/2 LOT 14 BLK 3 LOT Fees: Description Amount FEE2005-14487 Building Fee $120.00 FEE2005-14488 CCF $1.20 FEE2005-14489 Training and Education Fee $0.40 FEE2005-14490 Technology Fee $3.00 FEE2005-14491 Scanning Fee $6.00 Total Fees: $9 30.60 Permit Status: APPROVED Permit Expiration: Work: CHANGEOUT DOORS Signed: 5/9/2006 Construction Value: $1,400.00 r®C.PAID (INSPECTOR) Total Fees: $130.60 Total Receipts: $0.00 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) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 w& 05) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) 7z�O L--r'Z Owner's Address 1 6% N W 1 CDO CityKAt4l SHO/ZEi&te -X-/. Tenant/Lessee Name Job Address (where the work is being done) Permit No. gPc)G _ 7 GHA' _----1 Master Permit No. Plumbing Mechanical Roofing # (30S ) 77 b 6 - -7-7 16 Zip 9,61 Phone # / .6'7 N w 1 oc�, City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO 331 Contractor's Company�tName � •1-IOM' �T' Phone # Contractor's Address T4- SD N SToav— r_— ct=i % City G C�Ltaf�It .T D-- state �L Zip 3 3 06 -7 Qualifier Zx� r�l t of G K "157,1-7—,A L[3 A Nd State Certificate or Registration Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 1 4-00 Certificate of Competency Square Footage Of Work: I CD 54 Type of Work: ❑Addition ❑Alteration ❑New a Repair/Replace El Demolition Describe Work: GFf f�7J�a aL__17-2 nocf)2 S N 0 «�«��..>«.:�......�.��..***Fees*.�.....��.+...�:�:�..�.«..... Submittal Fee S. Permit Fee $ f Z t� � CCF $ 1.20 Notary $ Training/Education Fee $ ©, Q O , Technology Fee $ 3 Scanning $ (> -CDC Radon $ Zoning Bond I Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 20, , 60 (Continued on opposite side) CO/CC cc Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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. Owner or Agent The foregoing instrument was acknowledged before me this day of 20. by Contractor The foregoing instrument was acknowledged before me this 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: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: identification and who did take an oath. My Commission Expires: APPLICATION APPROVED BY: / f t7�� plans Examiner Engineer Chc 05/13/03 Miami Shores Village Building Department fo050 N.E.2nd Avenue, Miami Shores, Florida 33139 Tel: (305) 795.2204 Fax: (305) 756.9972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Bond' Electrical Permit No. F=p©5 _ 1 S84 Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) f� 1 +?- , i ) I Phone # 3 o Owner's Address P (% o 106 7� City LA i A4Un. nr0 S State �F- 1. zip Y l' 1 .1 7l 17—r" Job Address (where the work is being done) (o % ,1.)147 / O!) %emu - City Miami Shores Village County Miami -Dade zip 3 3 / '5-2-) D Building Historically Designated YES NO Contractor's Company Name 7n e �- o "Q b �P intone # Contractor's Address i-i (4 ��p Ai eel -2 City (Z�co 170 i- c'/-e� State e'l, zip Architect(Engineer's Name (if applicable) El $ Value of Work For this Permit i y o 0 — Square Footage Of Work: 17 fit' Type of Work: ❑Addition ❑Alteration [--]New gt-Repair/Replace ❑ Demolition Describe Work: [)�n Q AA W AAl- Dh A D S A /CD -S� - K;) /A' Submittal Fee $ Permit Fee $ L �t� CCF $ Notary $ Training/Education Fee S Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due (Continued on opposite side) Bonr ing Company's Name (if applicable) Bonding Company's Address Cite State Mortgage Lender's Name (if applicable) &)14 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fast inspection which occurs seven (7) days after the building permit is issued In the absence of such patted notice, the inspection will not be approved �and a reinspection fee will be charged 9 Signature 'y & CA / Signature/>,/��r=-r'� Owner or Agent Contractor The foregoing instrument was acknowledged before me this L4_ day of l9C.TOiSLr 20LS� byA11AA/A'/n /{, t0Z%z who is personally known to me or who gas produced f. rf31- J1$-s/�D�i O As idenffication and who did take an oath. NOTARY Sign: My Commission Expires: MY COMMISSION # OD 314816 Bo ThN O-eo � The foregoing instrument was aclmo,,,wlbs edged �� before me thiI day of OG� 2k�,by 'lepgrat.Ed �0iKA�4G�t who is petsona�laLown to me or who has produced identification and who did take an oath. Y PUBLIC: Sign: Print: i'AC�.ruy� TCl FiLC11t1tM My Commissiora'Expires: ai;p �lll� %drort (Certificate of Competency Holder) 10, 2009 '. :I _ 1, iding Co., Ino. State Certificate or Registration No.h L % , V (/.'l 3 Certificate of Competency APPLICATION APPROVED BY: Cho 10114/O3 Plans Examiner Engineer .... . ...... . 32" X 80" SINGLE DOOR 30" X 80" SINGLE DOOR 1 REPLACE 2 DOORS ONLY. ALL OTHER DOORS & ALL WINDOWS TO REMAIN NEW DOORS TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED WIND OPNG WDTH HGHT AREA ZONE 1 31 1/2 81 18.00 4 2 33 1 /2 81 19.00 5 SPECIFIC PRESSURES N.O.A. POS. NEG. NUMBER 46.5 -50.4 02-1211.18 46.5 -62.2 02-1211.18 RE D �lQV� DESIGN PRESSURES POS. NEG. 66.7 -70.0 66.7 -70.0 REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO-DADE APPROVED ENTRY DOORS NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" DIAMETER'TAPCON" SCREWS WITH MINIMUM 1 1/4' EMBEDMENT INTO CONCRETE PER DOOR MANUFACTURER'S PRODUCT APPROVALS. SPECIFIC OPENING DATA ABOVE IS TAKEN FROM F.B.C. TABLES 1606.2 B & D, 146 M.P.H. EXPOSURE C, WITH AN ADJUSTMENT COEFFICIENT OF 1.21 FOR MEAN ROOF HEIGHT OF IV OR LESS. RESIDENCE WAS CONSTRUCTED BEFORE SEPT. 1, 1994. MEAN ROOF HEIGHT= 12'-10" FOLTZ RESIDENCE 167 N.W. 10OTH TERRACE MIAMI SHORES, FLORIDA .... : ...... . MIAMI•DADE ' ; .•. •'� BUILDING CODE COMPLIANCr,CWFN46 (BCCb PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 • • • • • • • • • (305) 375-2901 FAX (3051375-2908 NOTICE OF ACCEPTA U.4N70rA� : 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/I1/01 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 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. i NOA No 02-1211.18 _ Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Page 1 JELD-WEN® Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 66 UNITS W/AND WADUT SIDELITES THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. PRODUCT ANCHORS SMALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. IRIS SYSTEM MEET THE WATER REQUIREMENTS FOR -HIGH VELOCIN HURRICANE ZONES'. SEE NOTE BELOW DESIGN PRESSURE CHART. THIS SYSTEM REQUIRES WINDSORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE INSULATED STEEL DOD to all forme conditions) cc sheets: 24 go. (0.020") minimum thickness. Galvanized steel 525 commercial quality - AKDO per ASTM 620 with yield ,ength Fy(ove.)=23,675 psi. iDt Expanded polystyrene with 1.0 to 1.25 lbs. density. Jeltl- on. Inc. net Construction The active and inoclive Panels are constructed from 24 go. 020' min.) gohonized steel. The face sheet lop and bolloms are bent 900 er the lap and batom rails. The lop roil consists W LVL measuring 1.57' x 142'. The Wit. it is roll formed 0.021' gohonact steel measuring 1.67" 1.21" with a 1.645' x 3.0" x 0.831' piece of pressed fiber board at each mer attached w/0.5' x 2.0' wire staples. The sides of the face sheet are I farmed into the LVL latch stile and pine hinge site meosudnq I.6Y x 1.0'. interior cavity is filled with polystyrene. The face sheets arc glued to the ystyrene. sh Construction: The sash is constructed from 24GA (0.020" min.) galvanized !el. The edges of the face sheet ore bent 90' over the poystyrene care and red to it. The sashes are routed to receive the OOL (HP Polypropylene - ermufd-P6-30FM0391) k Trutily lite frames. The units ore gazed with 0.125' nperM goes. The file frames are wet glozed on the exterior. sme Conslrualiom The frames are constructed from Pine jombs measuring 563' x 1.25. The head tombs ore mortised and butt joined to the side nbs and oltoched with (3) 16 ga. 1" x 7/16" crown wire staples. The units e a bump face threshold measuring 4.041" x 1.0". The threshold is attached the frame with (3) 16GA. 2" x 7/I6" crown wire staples. n LJ 74 5 OVERALL —PANEL MDT MA(X FRAME WIDTH�-{jI 70' OVERALL ASTRAGAL I PANEL WIDTH W I PANELWIDTHANX.FERLWIDTH WIDTH AM F1RA36 ELDTH r fl�> PANEL WIDTH Fm— x O i G a 6' MAX. F D.L.D. - h p • � N •• ra• a • o • m 1 IIQIIDLf 1 ALL UNITS ARE VIEWED SINGLE WISTBEIiFES OUTSWING UNIT FROM INTERTO OUTSMaNG•I✓OHT• 37.5" OVERALL 107" OVERALL MAX. FRAME WIDTH MAX. FRAME WIDTH 36.625' MAX. 15.E MPS(. PANEL WIDTH 36" MAX. FRAAIE•W18TN- r36" MAX. 14" MAX. II— W ASTRAGAL PANEL MOTH 14" MAX. • PANEL WIDTH PANEL WIDTH 1 / D PANEL WIDTH !7 r r� rl V � s • •: r DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) UNIT TYPE POSRNE NEGATNE SINGLE W/WO SIDELITES +66.7 psi -70.0 psr DOUBLE W/WO SIDELITES (WINDIAMBER It ASTRAGAL) +66.7 psf -70.0 psf DOUBLE W/WO SIDELITES (IMPERIAL ASTRAGAL) +57.0 psf -57.0 psf a: an On U Q ¢ o z10N W =fit. 0 N�jH U, n Z 31 ••w•�n aoUR 00 • old r •••OWIW •JM • a ii•'• O U� 'Box a a • • Y %tOWLT REVISED 6a14M4®A�wW 1V ti4; Angalb D2-12 I.16 6�+�w wwo � xI c•Mnw rA. 813.659.9197 er: ev: S-2104 G a 2 � G im N w VER ILAI CROSS-SECTION 2 DOOR PANEL SEE NOTE 7 'SHT. 4 Z � m n a 4 nw 6 Y Z � W Nj u 3 u SEE NOTE i 3 SHT. 4 2 Q EXTERIOR z u .125" MIN. '� w O GLASS THK. >< O � 0 Z � N Z � h N 1J5" MIN. PANEL THK. u 4 d V . 2 A. � 0 RTl A CROSS-S CTION SIDELITE SASH ITEM DESCRIPTION MATERIAL AN L E SHELI Z4l MIN.qTFVII 2 HFAD . 8 (1 1/4" x 4 9/16 PONDERUM FINGER J MEO PINE) I PINE 1 1 4 x 4 4 LI 1 4 4 x 4 BUTT HIN 12 a.. HAGER STEEL 6 10 X 1 PFH WOOD SCREW HINGE TO DOOR STEEL LVL LATCH SIDE STILE 1.67 X 1.0 - 8 1 4 x 2 1 2 TAPCON OUISRM6 BIM4R 0wE5101D O EKTRUOEO M.W. M PEMKO M 10 COMPRESSION WFATIERSTRw 15OLERL 9-M M bN'I FOAM 11 TOP RAIL 1.67 x 1.0 12 BOTTOM ML 1.73 x 1.21 x 0.021 THK. MIN. 24GA STEEL 13 IDOOR HINGE STILE 1.6 x 1. W 14 1010 x 1 3 4" PFH WOOD SCREW I STEM- 15 IWOOD LOCK BLOCK 1.71 x 4.0 x 11.875 WOOD- 1 1 4 x 2 1 a TAPCON IT,. 17 IEXPMMD POLYSTYRENE 11.0 to 1.25 M. UERNff BY 380- FOA 18 OP710HAL EXTRUDED ALUM. ASTRA(.V. O50' HALL ALUM.. 119 12. WOOD SUB BUCK ...... WOOD 20 ISHIM MATERIAL .25 MAX. INK.) - 21 IKWIKSET TITAN 700 SERIES KNOB I - 22 KWIKSET TITAN 700 SERIES OEAOBOLI • • • • -• 23 BRAD TRIM NML 3 4 L -1 STEQw a 1 STE L 8 x 2 t 2' PFH WOOD SCREW • •.. • • STEEL• 26 ASTRAGAL EXTRUDED ALUM. WR6TU NAZU46aw 0 • •1 ALUM- 27 YALE KNOB HERITAGE SERIES - 28 YALE OEADBOLT HERITAGE SERIES - 29 SILICONE CAULK(CH LAWRENCE 33C • SILICONE G 1 OMPOUND 0 L SILK t 6 x 1 PFH 110pp SLPEW 6B1 .1 W.AL TO I STEEL . . 8" x 3 8" 1 4" ROUND SIDELITE STOP • WOOD B x 1 1 2 TEK SCREW LIE FRAMESTEEL 4 SCHIAGE KNOB SET #F51 I- 115 ISCHLAGE DEADSOLT #8 60 1- 36 ISTEEL SIDELITE PANEL 24GA. .021 MIN. SI=Lj I STEEL 37 1 B TEMPERED GLASS I GLASS 38 JUTE FRAME OOL HP POLYPROP. H RMOFIL-P6-30FMO39i POLYPROP. 4 x 9 Wtll 140 1 JIIO x 2" PFH WOOD SCREW STEEL 41 ILA x 1 PFH Wow SCREW MPCRML Afi1RIfr41. TO DOOR STEEL 4 3 4 TNX. x 4 9 16 DEEP PRESSURE TINATED REWfORCEMM WOOD 43 1 4 x 1 3 8 WOOD MULLION WW 44 116Gk BRAD TRIM NML I" L. STEEL 45 NG COMPOUND DOW 1199 SILICONE I SILICONE 46 L" FRAME BY TRINITY FOR 1 2 GIA55 P YPR P. 47 1 2 INSULTED TEMP. GLASS BY TRINItt AMPAC i - 4B JUTE FRAME 8Y TRINITY FOR 1 GLASS PQLYPRQP. 49 1 INSULATED TEMP.. GBY TRINITY AMPAC - 0 LITE FRAME SCREW1121 1 2" PANHEAD STEEL PROWR RLY196O Am No 2-1211.1E P.yn. WR I '# By l:matl Ml C.IM u1rY x H Z � A pnj d cc 230N = C! h O In 00 Z 3j❑ •�� O�D7 WI p�• iF. Vyi• 3Nn V (7 ¢I L^w o YI m 33z2 aN- z N 0 oW � 11 `U 0 w o � 0 g1n1n-i yy eulLoiNc , CONSVLT i6� NC 61 ].659.9 t97 S-2104 2 v ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL, (2) 8.0" L. x 21 34 27 .312" DIA. ® TOP & (2) &0" L. x .312" DIA. O BOTTOM EXTERIOR iE SEE NOTE n6 15 1 SH37T. 4 17 Isla - a INAC7NE 1,15" MIN. EMB. INTERIOR �11 HORIZON AL CROSS SECTION 3 AT ASTRAGAL W/ITEM JZ6 WINOJAMBER W 68J SEE DESIGN PRESSURE RATING CHART SHEET 1 21 34 2] xos: r 10 5 IIVL I 5" MIN. F— C-SINK 25' MAX. SHIM iHK. 3 H RI ONTA TO R SECTION 3 IATCH JAMB BUCK iz f� w n2 ^a ASTRAGAL RETAINER BOLTS (2) TOTAL, (I) 9.0" L x .312" DIA. ® TOP & (1) 9.0" L. x .312" DIA. ® BOTTOM i 2 SEE NOTE in w - R i Z SHT. 4 15 41 29 IIV/W IIVL ' 29 C 4 OPTIONAL ASTRAGAL �11TI N 3 A7 ASTRAGAL W/ITEM #18 IMPERIAL ASTRAGAL SEE DESIGN PRESSURE RATING CHART SHEET 1 SEE NOTE 8 SHT. 4 1.1s' IAIy.•• ALUM. RETAINING SLIDE (3) 1.0" It 4.5" x 0.565" • 21 3k zE TEELQ& i- Z N rn m r. Q ¢ U p ? 3 O N =zm W=m^ 3 °e m • � cy¢ 8 • LLC 1 T a� . . 2�• Vj ryw C ~wW �Vf 02 • • N till y zz vlw 1 ass o 1 ACTIVE o m o INTERIOR yy a•nniuc. CONSVLT.NiS, iNC ' fill.659.919T PRM9ULT REVISED Wt4 09/11 O1 $C4f: N.T.S. •iwW 4Wr1M A¢eygp•. N•�2L�L 6 E.pnlro a nMl/ I�? i oxc in: TJH cre, n: RW gr MA. oruwwc xo.: Mn CwIIM 5-2104 SEE NOTE 9 SHT. 4 SEE NOTE ,9 SHT. 4 6 a EXTERIOR INTERIOR SEE NOTE 6 SHT. 4 HORIZONTAL T u L 32 4 AT SIDELITE TO HINGE JAMB, TYP. SEE NOTE 7 SHT. 4 a SEE NOTE Q-.3� 32 1.15 MIN. 20 3 SHT. 4 SEE NOTE SEE NOTE 1 RI TA R EMB. 15" MIN. 4 SHT. 4 7 SHT. 4 4 AT SIDELITE TO LATCH JAMB. TYP. COUNTERSINK NOTES: x 1. SPACING FOR #8 x I" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE ? x 4 INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 1.0". 3.0" do 5.0". FROM THE BOTTOM UP; 1.0, ~ 3.0". 5.0", 20.0" do 38.75". Dd n V/ 2. SPACING FOR ITEM 41 #10 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE - a INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN do BOTTOM UP; 1.0 , 2.5, 4.0 5.5 13.0". 18.0" do 26.0". (14 PFH SCREWS TOTAL) 3. SPACING FOR J8 x 1 1/2" PLASCREW IS AS FOLLOWS. TOP & BOTTOM: (2) 25 SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES: 3.0". 13.07. 26.0". 39.0". 52.0" k 63.0". 4. SPACING FOR BRAD TRIM NAIL 3/4" L. ATTACHING THE QUARTER ROUND TO THE SIDELITE IS AS FOLLOWS; TOP do BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) 19 MORE NAIL IN THE MIDDLE. SIDES; 1.25" FROM EACH END do SIX MORE EOUALLY SPACED ON THE FIELD. 5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND 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 k 3/8" x 3/8" 1/4 ROUND k BRAD TRIM NAIL x 3/4" L. S. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE 110 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE I10 x 1 3/4" PFH WOOD SCREW. 9. THE MULLION CAP 1S ATTACHED TO THE PRESSURE TREATED REiNFOECEMENT WITH ITEM 144 A I " 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", 32.81257, 47.5625" do 62.625". THE TOP do BOTTOM (1) SCREW AT 4.4375". a D a. 25" MAX. SHIM THK. �x 14 SEE NOTE Z N 8 SHT. 4 ari C) i 29 In }Q Q to f 38 Lj Z?�Ocv 37 =Zvi I Z O 00 Z i W 3: to to ^ I •�i •oseo['tjj ���e oo _:vi•�1.t o 0 0 • o e oeoo e 000eoo 0 eo 00000 � 0 40 ° ° 0 •00a*0 36 e J e OQ 01/1 L11 O 23 eSIF6 WTE ro�oo0o z O •-oa o� vgs e ° fes SEE NOTE ... O tt , • o o 0 0. C � a ° i 4 SHT. 4 0 0 00 e to ,1 1� i^ e000 Uw MIN00 00 eooe0o zN= -K ar ° °U to a 00 o ° 0 soo o �o W so 0 e e W oo n a ° e o Weo 0 00 OO m • �� 38 i tn ee eo z 37 N 0 EXTERIOR z INTERIO SEE NOTE 33 SEE NOTE 3 SHT. 4 ' ` '" Z 4 SHT. 4 SEE NOTE 3 RI ONT TIN C°�T' INC 7 SHT. 4 SIDELITE TO BUCK. TYP. 813.659.9197 4 AT PRODUCT REVISED DATE: 09/ 1 1 .01 mt=pbft w1t! dw Fkww SrxE: N. T.S. BdftCode AampbmNNo 11.16 o r- BY: TJH Expimir DatelyuLsLall cm. BY: RW gT a-VhVC NO.' Mum owip4eactCoorrol i S-2104 swu 4 ov 7 SEE DETAIL F" SHEET 5 g" �J 3 6 _ TYP. 3« _ TYP TYP © to SEE DETAIL ' H SHEET 5 — TYP. A tn A — _ n to — ► TYP. 1 ► , , 7YP. 1 —I 6" 3" 3" 6" (-- 3" 3 SEE DETAIL K SHT. 5 DOUBLE DOQR ANCHORING LOCATIONS SEE DETAIL G SHEET 5 �n n �'n n n toto DETAIL G HINGE fE TO JAMBS do DOOR SE£ NOTE 5 SHT. 4 E0 0 DETAIL F H AM3 GAL LP—Tp DETAIL J STRIK RETAINER BOLEAHPE RETAINER BOLT HEADER PLATES TO JAMBS STRIKE PLATE STRIKE PLATE SEE NOTE 5 SHE 4 to 1 Y-in o, G _ 'k ui L co LT T In n N to GonINi .L a DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL 5 OPTIONAL DETAIL H STRIKE PLATES TO IMPERIAL 3" —1 1 1--6" 6" —1 r 3" SEE DETAI J SH 5 ►►© ,►,► TYP F— TYP SEE NOTE 6 SHT. 4 TYP• C 0 Ty 8 8 16 7YP► ► 1 ► SEE DETAIL G SHEET 5 r7 n� f%ZCo inn, ci e • 0o O o0:4 0 eeo c 0 0000 O 000 C II o0000 A 3" 6" 6" 3" ---� I— 3" -0*--* oe o0 4.5" o•0000 4.5" • e o o e SINGLE DOOR W/SIDELITES ANCHORING LOCATIONS e s o eo 0 Q zN 0 Z ?� O Cy lU = (3 Lu e 0 ooe000 0 o e 0000 0 ° 0 00000• 0 0 ROL om_s000 o W a ~ ° 0000 pQo eeLn 0.O 1 m tF o o0•a Ow Vigo W N e000 �O Ln" N z 00e0 o � 'N' (a o C W ►. • oe. a ooeoo o ° ssoo xa� � 000 e 0 w •e ASTRAGAL RETAINER BOLT o HOLES MUST BE DRILLED a x THROUGH THE THRESHOLD Roo do INTO THE MASONRY If DEEP ENOUGH FOR A 2" THROW 1 0 0 0 Nwa� NO•-Q g C. nN"-z DETAIL K SILL OPTIONAL DETAIL K SILLLr WINDJAMSER ASTRAGAL IMPERIAL ASTRAGAL . % RETAINER BOLT HOLES RETAINER BOLT THRESHOLD.9197 STRIKE PLATE PRODUCT REVISED CATE. 09/ 11 /0 =cmpw•n8wuhckFb" N.T.S. D cou _ Aompcscoe NO • Fi M. BY. TJH Espita8o Dace uec. Br: RW By oa�aG t%: Mfaml C0'c'OI S-2104 s"r 5 or 7 4 _ 1.75" MIN. . . . PANEL THK. G ." 8 1�.JLJ.85 13 8 5 85,.311 �G• e 1 P 1 mm N ms N m ll G U W C 2 G yyynnn ,m. U 22 A m min m GI'i U'G m1n�l m D m n 1• Mw. cuss THK. o � ' AG L T PANE" MIN. a "� I PANEL iHK. b G U m L nm yi 7.375' m m 36.375' mo ms 69.375' � m o A om m u m 5" MIN. GLA55 THK. P A � 2 e a a �pp—'{iJ.BS"— —'{13.85"r-{1J.85" z a e —{ 1 J.85" j— 17.85" —6,1 o m CmC 5 G � u =51� 236.31 2 1.75" MIN. I I I I y® I I PANEL THK. VV O y U m < m p � a — G I I I J7® I I I m Oa 69.375" m a 38.375' 7.375' u G 1 A O e l+V +g .-�i ZO IPn •• ••: • `Ia3.N•.65"�-6"�� mm p Pm (G\ _� o • • kS.B{' • 13.E5" ---iii 1J.65' �� '(,� .13 125' MIN. m y % o CLA55 THK. n N a 4 N E S • P DUCT: FC OUTS STEEL DOOR WOOOPTO JELD-WEN, INC. EDGE STEEL DOOR UP i0 IT 31725 HIGHWAY 97 NORTH TJH - 1 e o6 a ccxcRN. aLMsroK 7JH r � or+ Arm ssr�e�r- •,. . •CHILOOUIN, OR. 97624 R OA F = +o 1 11 0 G64DLLL REYIsroN •ANCHONIND LOCAPON$ :PH. 541.7832057 ' NO DATE VISIONS • h GIUZIQEfAIL; • •• •• ••• ••• • • m 17® I �7 U — �o _ 36.J 75"� 5.5" zm y V®3o m'm'I xm mo a®- r• p� mP U��-- 7 m Ili®I I Iv�ll- Bill To WILLIAM FOLTZ 167 NW 100 TERR MIAMI 38, FL 33150-1209 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Invoice Number: RC-9-06-26190 Invoice Date: September 19, 2006 Permit Number: RC-12-05-1584 Date Fee Name Fee Type Fee Amount 09/19/2006 Expired Permit Renewal Fee Calculated $120.00 Total Fees Due: $120.00 Payments Date Pay Type Check Number Amount Paid Change 09/19/2006 Check 13181 $120.00 $0.00 Total Paid: $120.00 Total Due: $0.00 Tuesday, September 19, 2006 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 12/10/2015 To: Current Owner 167 NW 100 Terrace Miami Shores, FL 33150 Permit: RC-12-05-1584 Address: 167 NW 100 Terrace Miami Shores FL Date Expired: 3/18/2007 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, j Ismael Naranjo (CBO) Building Director