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42 NE 97 St (5)Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Permit Number: BP20051006 Printed: 7/20/2005 Applicant: ERIK Ownea BRUNO JOB ADDRESS: 42 NE 97 Contractor Local Phone: Parcel # 1132060130780 Signed: (INSPECTOR) Building Permit BRUNO ERIK ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 7 & E1/2 LOT 8 BLK 6 LOT SIZE Fees: Description Amount FEE2005 -9944 Building Fee $130.00 FEE2005 -9945 CCF $1.20 FEE2005 -9946 Training and Education Fee $0.40 FEE2005 -9947 Technology Fee $3.25 FEE2005 -9948 Scanning Fee $3.00 Total Fees: $137.85 Total Fees: $137.85 Total Receipts: $0.00 GY GCX Permit Status: APPROVED Permit Expiration: 1/2/2006 Construction Value: $2,000.00 Work: REPLACE TWO KITCHEN WINDOWS WITH IMPACT RESISTANT CASEMENT WINDOWS AND GARAGE ENTRANCE DOOR JUL 2 2 PAID 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: BUILDING PERMIT APPLICATION - FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple aa Tittleholder) r L I ruA o Owner's Address ��— /vL ' 7 S #re f- Cit 61,,,?'-e.5 State � - 1'enant/Lessee Name /O[ .lob Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address City State Qualifier Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: - ❑Addition {� Describe Work: 12.e3 Lice 2 Ca ceote iA < n Submittal Fee $ Notary $ Scanning $ 3.O0 Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Radon $ J 37' aS Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3Q5),795.2204 Fax: (305) 756.8972 Ocuncr County Miami -Dade NO 36, /? " v 3,0 1 Also r--5,71ace Permit Fee $ ® Training /Education Fee $ ®• 40 Zoning Zip .?31 Structural Plan Review. $ Master Permit No. Phone # (30.5 ) Phone # Phone # Permit No. State Certificate or Registration No. Certificate of Competency No. Zip Phone # Square Footage Of Work: ❑Alteration ❑New [Repair /Replace ❑ Demolition /41(-L4 . o. do c.: c, Pi / P .f! fey oS I J s * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** <81M- Zip N/4 7J ‹!-`64)47 CCF $ D • 20 CO /CC --- Technology Fee $ Z• 25. Bond $ Bonding Company's Nanie (if applicable) i \i /A- Mortgage Lender's Name (if applicable) /` A Bonding Company's Address City State Zip 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. 1 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. Signatu APPLICATION APPROVED BY: chc 05/13/03 My Commission Expires: 'c7 Signature Owner or Agent The foregoing instrument was acknowledged before me this c The foregoing instrument was acknowledged before me this_ day of \• , 20 IA , by e 1L &Y 4-)100 , 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. as identification and who did take an oath. NOTARY 'L BLIC: 44:4 Anibal Lambrano NOTARY PUBLIC: _ ? $ . '"= Commission #DD321525 Sign: _ �' Sign: Bonded m Print: } . i ' /l xA 't3 , , Atlantic Bonding Co., Inc. Print: My Commission Expires: Contractor *** **** **** **** **** **** **** **** **** ***** *** ******* * ***** *** ***{* **** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning • I ►� ( 1"- ! BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE .STATEMENT Located at: (AD- E c e"l SL,v-e �C— Legally described as all ci /, / 7 d z S YZ c-( Lc'4- 6 - 4,0d 4, Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me td cork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be clone by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence or a farm out - building. ' You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not Icensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this By E.O.V.- dC 0 Produced Owner VILLAGE OF MIAMI SHORES being the legal property owner, for the property DISCLOSURE STATEIEENT day of v,� , 20 05 who is personally known to me or who has as identification and who did take an oath. "ro Anibal Zambrano :° 7 ? Commission #DD321525 �. Expires: Bonded May 2008 ,,�... • ; ° I I w Atlantic Bonding Co., Inc. Building Department (,c..)-1 Permit No. Job Name BUILDING CRITIQUE SHEET k c,4AJL, s4,47.t.ttb,A2 0, eloota-e friL45 u s-rk 061.464.6i2e GA.Q_ - st.s:tvQ. S �6�rZ. Y'.btnutQR Q.44.1,24 �.t.o /94-t4nrc . ck_ 04902- I■ / c52.0. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 05 -1,00( 16rwNd° Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 05 LOO( Job Name ∎2 BUILDING CRITIQUE SHEET P/2.04 Atim-tryc4 (.8. kcwut sA,19-h,utt,beQ, c. sfia.�.Q �Oe- u.e.eo aa� �.,�.� a..�e ,u. Erie Ailea-v-r4 s.t.( )___ 1 TABLE OF CONTENTS ENTS SHEET lf DESCRIPTIO• DESCRIPTION i GENERAL NOTES AND TYPICAL ELEVATION 2 TABLE 1 & GOING DETAILS 3 VERTICAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS 5 FRAME CONSTRUCTION 6 UNIT COMPONENTS & BILL OF MATERIALS 7 UNIT COMPONENTS & BILL OF MATERIALS P ? ZZ! WINDOW COMPANY 62845 BOYD ACRES RD. BEND, OREGON 97701 PH. 541.382.4411 ALUMINUM CLAD WOOD CASEMENT WINDOWS IMPACT APPROVED 1. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE SIHUCTURE. 3. PRODUCT ANCHORS SHALL BE PS LISTED AND SPACED PS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MAT ERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS SYSTEM MEETS WINDBORNE DEBRIS EXTERNAL .PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING . COD=. 5. DESIGN PRESSURE RATING SHOWN THIS PAGE: FOR • DETAILED DESIGN PRESSURES WITH APPROPRIATE GL SS AND HARDWARE SPECIFICATIONS SEE TABLE 1 SHEET 2. 6. THIS PRODUCT MEETS WATER RE OUIREMENTS FOR THE "HIGH VELOCITY HURRICANE ZONES ". 60" x 72" DESIGN PRESSURE POSITIVE 160.0 NEGATIVE - 60.0 GENERAL NOTES 32" x 72" DESIGN PRESSURE POSITIVE + 65.0 NEGATIVE - 70.0 36" x 60" l7 W DESIGN PRESSURE POSITIVE + 60.0 NEGATIVE - 60.0 4" — 0 J 60' MAY,. • OVERALL FRAME WIDTH H 25,063' MAX. D.L.Q. 14" MAX. , 0.C. 1 j X 32 x 48" DESIGN PRESSURE POSITIVE + 65.0 NEGATIVE - 70.0 3 4 x 14" MAX. 0.C. RECTANGLE TOP TWIN CASEMENT — 4" 32 "x. iU 0 DESIGN PRESSURE POSITIVE + 65.0 N - 65.0 l.7 0 X CU T 32' MAX. I . FRAME WIDTH 27.063' MAX. 14" MAX D.L.Q. WIDTH 14" 4 -1 0.C. 60" x 72" DESIGN PRESSURE POSITIVE + 60.0 NEGATIVE - 60.0 X 4" '* RECTANGLE TOP CASEMENT o O 0 0 0 0 0 0 0 0 0 0 • 00000• O o • G 0 000000 • 0000 0 000 ••000 0 0 0 0 0 0 e0 0 0 0 0 30" x 72" DESIGN PRESSURE POSITIVE + 65.0 NEGATIVE - 70.0 0 0 0 m 0 0 O 0 w 0 0 o Z o o 0 01 - 6 1D N > h O n U N -• O c, o z a m m - o J _ 5 0. 2 o co a. t7 • • t:1 0 z 0 p• • 0 G• • • • _ e 11 1 1 • • = D N W "k1 In O O O W 0) J 0 m N n 0 0 D J J O (1) uj w Z J u 0 4 . 0 U • W • C7 e ••r“ 0 0 0 0 00 O •• •0 0 * o ..0000 LJ") 10 r5L w 0 e ^O^UC: REVISED comply Vr t the Florida $Baia Code Ae No 03-0213.13 :rye.. Errie . c . 06 Br 1;psrA Dim 3e Product Coat' DATE: 11/14/97 SCALE: N. T.S.. ; DWG- sr: P. w BY: RW DRAWINv NO.: CC- 1 SHEET 1 07 7 1 -1 -1-1 -121 EXTERIOR ERIOR EXTERIOR RIOR IN! ERIOR ANCHOR SEE NOTES SHT,4 VERTICAL CROSS SECTION RADIUS FRAME CONST. (WITH OPTIONAL NAILFIN) n ANCHOR SEE NOTES SHT 4 Q CtS z (6 CASEMENT WINDOW CONSTRUCTION STANDARD FRAME CONSTRUCTION: THE WOOD FRAME IS 2.938" x 1.218" FINGER - JOINTED PONDEROSA PINE. THE FRAME METAL IS 1.830" x .98T x .060" WALL EXTRUDED ALUMINUM, AND IS SNAPPED ONTO THE WOOD JAMB. FRAME CORNERS ARE SECURED USING NYLON INJECTED CORNER KEYS AND 3 @ 2" x 7132" STAPLES WITH SILICONE (1199 DOW CORNING) AT THE M T RE TO COMPLETE THE CORNER CONSTRUCTION. RADIUS FRAME CONSTRUCTION: THE WOOD FRAME IS 2.938" x1.218" FINGER-JOINTED PONDEROSA PINE_ THE FRAME METAL IS 2.65" x .987" x •060 "WALL EXTRUDED ALUMINUM, AND IS SNAPPED ONTO THE WOOD JAMB. FRAME CORNERS ARE SECURED USING NYLON INJECTED CORNER kEYS AND 3 @ #8 x 2" SCREWS, TWO IN_ONE JAMB. AND ONE IN THE ADJOINING JAMB-AT - THE - MITRE. SILICONE (1199 DOW CORNING):IS APPLIED AT THE MITRE TO COMPLETE -THE CORNER CONSTRUCTION. 1/8" x 112" STAPLES ARE USED TO SECURE THE FRAME METAL. #8 x 1" SCREW IS APPLIED INTO THE SCREW BOSS OF THE ALUMINUM EXTRUSION. THE JAMB EXTENSION IS 1.375" x .656" PONDEROSA PINE ATTACHED TO THE WOOD JAMB WITH 2" x 15 GA. NAILS 1" FROM THE END AND 6-8" O_C_ AND SCREWED AT CORNERS WITH #8 x 1 1,2" FLT. HD. PHL. SCREWS. VERTICAL CROSS SECTION \ STANDARD FRAME CONST_ INTERIOR / 03,3 ANCHOR SEE NOTES SHT 4 O 0 0 O 0 0 O 0 O 0 o 0 0 00000 0o 00 0 o e D �0000 e 0 000 O 0 0. p 000 000eee 0 O 0000 0 00 O 0 0 O 0 C) 0 U •..•I• • -=C . •• • • 0 • e. 0 m J 0. 0 0 0, 0 0 z 0. E 0 U 0 0 0 0 11: c. 1 r,1 0 0 0 0 0 e 0 eo 00 D CT REVISED NG 0210 .1`4 Er_nir.E.4102 r. , a ". ' E'e rid 45_ Pro: Lunt 'til DATE: 1 114/97 SCALE: N.T.S. DWG. FY: P.H.G. CHK. sr: RW DPAWINC NO.: CC- 1 SHE" 3 o- 7 e 0. 0 •00 0 000 0 0 000 50 � �I>�� I • ' tIIJ mow [1�1 10 . 30 1 4 (T 'HORIZONTAL SECTION. TYP. (2x BUCK) \4) STANDARD SIDE JAMB (W /OPTIONAL NAIL FIN) 502 ( HORIZONTAL MULLION RADIUS SIDE JAMB SECTION TYP. ANCHOR SEE NOTES SHT 4 INTERIOR EXTERIOR ?. 0 64 6 0) 4 0 - 8 8 INTERIOR EXTE 2 1 HORIZONTAL SECTION TYP (2x BUCK) STANDARD SIDE JAMB NOTES: ANCHORING FASTENING TO WOOD SUB -BUCKS LONG SIDE - AT RADIUS - 3. NAILING FLANGES - 4 " FROM EACH CORNER AND A MAX 16" ON C (NAILING FLANGE IS NOT STRUCTURAL, ANCHOR; THROUGH JAMBS MUST BE USED) ANCHOR SEE NOTES SHT 4 1. RECTANGULAR UN!!1S - SHORT SIDE - 4" FROM EACH CORNER AND MAX.. 14" ON CENTER. LONG SIDE - 4" FROM EACH CORNER AND MAX. 16" ON CENTER. RADIUS UNITS - SILL - 4" FROM EACH CnRNFR AND MAX, 14" ON CENTER. 0 cr) ,, L -.. lailp • et) 24 6 4 5 0 INTERIOR EXTERIOR 4" FROM EACH CORNER AND MAX: 15" ON CENTER. 1 FASTENER AND IF 'UNIT EXCEEDS :60" IN HEIGHT ADD ADDITIONAL FASTENER 4" BELOW SPRINGLINE. 1 ADDITIONAL FASTENER IS INSTALLED AT E.ACH INTERSECTION OF THE TANGENTS OF THE FRAME AND THE BUCK WHICH IS CUT AT A 45' ANGLE TO THE FP mE (MIN. 3 PER RADIUS). RADIUS SIDE JAMB (W /OPTIONAL NAILINN) (s0 a . d HORIZONTAL SECTION TYP. (2x BUCK) ITEM L,2 SNUBBERS, REQUIRED WHEN UNITS EXCEED 42.0" IN HEIGHT AND BUTT i HINGES ARE NOT USED • ANCHOR SEE NOTES SHT 4 7 o o 0 O 0 0 O 0 O 0 o 0 0 0 0 0 0 0 0 • 0 0 0 • • 0000 •000 • • 0000 000000 0 o000 00 0 O 0 0 O 0 tII 0 0 12 v 0) 0 0 0 0 0 0 > W 7 0 0 O a 0 0, 0 cra oz o � 41..1 • • m uJ W cn < 0 • cc • •• • a • • • e • • •••¢ V) V) V) w 0_ o Lai 2 in `coo ov L . 1 0 0 w n 0 • 0 U Lj 0 0 0 0 0 e e 00 o 0 0... 00 EE••• • 0 • o O 0 • • , 00 0 - • 800 0 0 • 0 0 0 1 - 1 - 1 1 3 C : : REVISED comroag with e Fkrichlt Cod=_ =_03- 0/3.13 .;may Dste Precirccrt Ce=rol DAT 1 /14/97 SCALE: N.T.S. DWC,. BY: P. CiK RW DRAWING NO.: CC 1 ii 4 o 7 N O NOTES: 3/16" ANNEALED 1. CASEMENT WINDOWS MAY 2. WHEN BUTT HINGES ARE 3. UNITS TALLER THAN 48.0' 4. WHEN SINGLE UNIT USED 700" UVEKOL 1-A I 1 / 1/// //� n/ /1 STANDARD SASH PROFILE 0.475" LAMINATED GI ASS 3/16" ANN. - .100" - 3/16" ANN. UVEKOL 3/15" ANNEALED BE STANDARD OR RADIUS TYPE UNITS. USED, SNUBBERS ARE NOT • REQUIRED_ ' REQUIRE 3 LATCHES. AS PART OF TWIN THEN WIDTH CANNOT EXCEED 30.0 ". 7/8" ANNEALED .100" UVEKOL 1/8" ANNEALED STANDARD SASH PROFILE 0.350" LAMINATED GLASS 1/8" ANN. - .100" - 1/8" ANN. UVEKOL . 100" UVEKOL RADIUS SASH PROFILE 0.475" LAMINATED GLASS 3/16" ANN. - .100" - 3/16" ANN. UVEKOL 1/8" ANNEALED .100" UVEKOL 1/8" ANNEALED t24 RADIUS SASH PROFILE 0.350" LAMINATED GLASS 1/8" ANN. - .100" - 1/8" ANN. UVFKOI 0 0 0 0 0 0 0 0 0 0 0 • e •• • • O e • 0 0 • 0 0 0 0 • e 000 00.0. 0 0 0 0 0 0 0 00 0 O 0 0 O 0 RE "S E% ra:rits 0 0 O a 0) • U M , < _ n ° I o c Z \o. 0 0 p 0, 0G� r� Li ' 0. CI • z eatgb •' J e<•• • •• •' • o • • 1 • . • J w 0 oC V) z ) LLI trPZ Z. CD 4 >Z� ee• L_, • pees • • 0 1 °>. 0 Q 0 DATE: 1 1 /14/97 S0L`: N. T.S. { U) 0 ivy 0 00 0 )e0 0 0 0 • 0 • 0 •00 0 G 0 0 O 0 000 N =i.2 Fat?, sj Mi 0) T ".xG AMU CO DWG. BY: P. H. G. RW DRAWING NO.: CC -i 5 )4u� 2 of 7 TABLE 1 GLAZING, HARDWARE & DESIGN PRESSURE RATINGS TYPE FRAME SIZE GLAZING DESCRIPTION D.L.O. MAX. SO. FOOTAGE I HINGES SNUBBERS DP POS. DP NEG. TWIN UP TO 60" X 72" (MAX UNIT WIDTH 30.0 ") 0.47" LAMINATED GLASS 3/16 ANN. - .100" - 3/16" ANN. UVEKOL 25.063" X 67.063" ROTO SYSTEM 11.87 SQ. FEET OR BUTT 3 PR. I I + 60.0 PSF - 60.0 I PSF SINGLE UP TO 36 X 60" 0.475" LAMINATED GLASS 3/16" ANN. - .100" - 3/16" ANN. UVEKOL 31.063" X 55.063" 11.87 SQ. FEE ROTO SYSTEM OR BUTT 3 PR. + 60.0 PSF - 60.0 PSF SINGLE UP TO 32" X 72" 0.475" LAMINATED GLASS 3/16" ANN. - .100" - 3/16" ANN. UVEKOL 27.063 X 67.063" 12.60 SQ. FEET ROTO SYSTEM OR BUTT 3 PR. + 65.0 PSF - 70.0 PSF SINGLE UP TO 32" X 48" 0.475" LAMINATED GLASS 3/16" ANN. - .100" ,- 3/15" ANN. UVEKOL 27.063" X 43.063" , 8.09 SQ. FEET ROTO SYSTEM 1 PR. + 65.0 PSF - 70.0 PSF SINGLE UP TO 32" X 42" 0.350" LAMINATED GLASS 1/8" ANN. - .100" - 1/8" ANN. UVEKOL 27.063" X 37.063" 6.97 SO. FEE ROTO SYSTEM - + 65.0 PSF - 65.0 PSF e NOTES: 3/16" ANNEALED 1. CASEMENT WINDOWS MAY 2. WHEN BUTT HINGES ARE 3. UNITS TALLER THAN 48.0' 4. WHEN SINGLE UNIT USED 700" UVEKOL 1-A I 1 / 1/// //� n/ /1 STANDARD SASH PROFILE 0.475" LAMINATED GI ASS 3/16" ANN. - .100" - 3/16" ANN. UVEKOL 3/15" ANNEALED BE STANDARD OR RADIUS TYPE UNITS. USED, SNUBBERS ARE NOT • REQUIRED_ ' REQUIRE 3 LATCHES. AS PART OF TWIN THEN WIDTH CANNOT EXCEED 30.0 ". 7/8" ANNEALED .100" UVEKOL 1/8" ANNEALED STANDARD SASH PROFILE 0.350" LAMINATED GLASS 1/8" ANN. - .100" - 1/8" ANN. UVEKOL . 100" UVEKOL RADIUS SASH PROFILE 0.475" LAMINATED GLASS 3/16" ANN. - .100" - 3/16" ANN. UVEKOL 1/8" ANNEALED .100" UVEKOL 1/8" ANNEALED t24 RADIUS SASH PROFILE 0.350" LAMINATED GLASS 1/8" ANN. - .100" - 1/8" ANN. UVFKOI 0 0 0 0 0 0 0 0 0 0 0 • e •• • • O e • 0 0 • 0 0 0 0 • e 000 00.0. 0 0 0 0 0 0 0 00 0 O 0 0 O 0 RE "S E% ra:rits 0 0 O a 0) • U M , < _ n ° I o c Z \o. 0 0 p 0, 0G� r� Li ' 0. CI • z eatgb •' J e<•• • •• •' • o • • 1 • . • J w 0 oC V) z ) LLI trPZ Z. CD 4 >Z� ee• L_, • pees • • 0 1 °>. 0 Q 0 DATE: 1 1 /14/97 S0L`: N. T.S. { U) 0 ivy 0 00 0 )e0 0 0 0 • 0 • 0 •00 0 G 0 0 O 0 000 N =i.2 Fat?, sj Mi 0) T ".xG AMU CO DWG. BY: P. H. G. RW DRAWING NO.: CC -i 5 )4u� 2 of 7 NOTE: HALF —ROUND AND OUARTER ROUND UNITS TYPICALLY HAVE A CONTINUOUS RADIUS THROUGH THE SIDE JAMB. LIMITATIONS ARE BASED ON MATERIAL LENGTH. ON LIMITED UNITS, RADIUS IS CONTINUED 12" PAST SPRING LINE AND SPLICED AT SIDE JAMB (SEE DETAIL "B "). SECTOR UNITS ARE MITRED AND SUPPORTED AT THE SPRING LINE AND ARE FASTENED SIMILAR TO THE SILL CORNER. SILL DE TAIL "8" SPLICED FRAME SUPPORT SYSTEM RADIUS FRAME CORNER FASTENER ENER DE t AIL SIDE JAMB PUNCHED FOR SILICONE INJECTION DETAIL "A" FRAME CORNER FASTENER DETAIL CASEMENT WINDOW CONSTRUCTION RADIUS FRAME CONSTRUCTION: FRAME CONSTRUCTION ON RADIUS UNITS USES AN INJECTED CORNER KEY AT THE SILL CORNERS ONLY. TWO #3 x 2" SCREWS ARE USED IN THE SIDE JAMB AND ONE IS OFFSET UP THROUGH THE SILL A #8 x 1" SCREW IS PUT THROUGH THE SIDE JAMB INTO THE SCREW BOSS OF THE SILL C',.' RUSIU1N. I ri SIDE JHIVIG Sr GCE IS SUP? CR - Tw WITH A SCREW PLATE WHICH I5 SECURED WITH 10 — #8 x 3/4" SELF— TAPPING SCREWS (5 IN EA. JAMB). IN ADDITION, THE METAL EXTRUSION IS SUPPORTED WITH A WOOD FILLER CONTINUING INTO THE SPICE OF THE JAMBS: IF NECESSARY AN 1/8" .x 3" BRASS ROD IS ADDED INTO THE SCREW BOSS OF THE FRAME CLADDING FOR SUPPORT. A r8 >: 2" FLT. HD PHL. SCREW IS FASTENED DIAGONALLY FROM THE UPPER JAMB TO THE LOWER BEFORE THE JAMB EXTENSION IS APPLIED. THIS COMPLETES THE INSTALLAT10N. 00 0 O 0 0 O 0 0 0 O 0 0 0000 00 00 0 0 0 0 11 0 0 0 000 O 0 000 0000 0 0000 00 0 O 0 0 O 0 PRODUCT REV SED F = = y ' G3 -O2/ .13 M ▪ ' . r z . . Discs SCALE: fl 0 N.T.S. 0 1+14_121 DATE: 1 1 / 14/9 7 DWG. Br: P.H.G. Br: R 4 DRAWING NO.: CC i wli 5 0= % ITEM PA: T DESCRIPTION MATERIAL 1 AC -300 AWMINUM FRAME CLADDING - _060 WALL (ANODIZING INC.) 6063 -T5 ALUM_ 2 AC -302 WOOD H=AD /SILL - (BMC) PONDEROSA PINE 3 AC- 303 4 5 7 9 DC -22B WOOD HEAD SCRE STOP - (BMC) CLEAR PINE 10 DC -7 WOOD SIDE SCREEN STOP - (BMC) 11 DC -229 WOOD OPERATOR COVER - (BMC) 12 13 1 22 23 AC- 326 WOOD GLASS STOP - UCB (BMC) CLEAR PINE AC -76 N/A N/A WOOD SIDE JAMB - (BMC) POND PINE INJECTED CORNER KEY - BORDNER IMPACT RESISTANT LAMINATED GLASS - (UCB CHEM. CORP) . GLASS PRESSURE TREATED 2X BUCK P.T. WOOD AC -32D WOOD SASH RAIL - (BMC) CLEAR PINE AC -321 WOOD SASH STILE -' (BMC) AC -316 SASH CLADDING - (HOMESHIELD) ALUMINUM 5063 -73 AC -192 24 AC -335 25 1 AC -311 26 I N/A €10 z 3 P.H.F.H. WOOD SCREW (GROWN FASTENERS) NYLON CLEAR, PINE CLEAR PINE CLEAR PINE ALUMINUM 15 AC -11 WOOD 4 9/16" JAMB EXTENDER - (BMC) CLEAR PINE 21 AC -304 RADIUS FRAME CLADDING - (ANODIZING) ALUMINUM 5053 -13 ALUMINUM AC -307 RADIUS WOOD HEAD & SILL CLEAR PINE RADIUS SASH CLADDING ALUMINUM 6063-13 ALUMINUM RADIUS RAIL/STILE CLEAR PINE RADIUS WOOD SIDE JAMS CLEAR PINE 28 1 N/A RECTANGLE GLASS SPACER STS N/A #1199 SEALANT (DOW CORNING) SEALANT 30 I N/A DUAL ARM OPERATOR - (ROTO HARDWARE SYS.) 5 32 N/A SASH WEATHERS (LEAF) VINYL 33 N/A FRAME W=.ATHEP.STRIP (BULB) VINYL 34 35 N /A. RADIUS SASH WEATHERSTRIP (BULB) VINYL N/h GEOMETRIC INJECTED CORNER KEY - ( BORDNER) NYLON 36 N/A R -55 CONCEALED LOCK. SYSTEM - (TRUTH HARDWARE) StL 37 N/A SASH SNUBBER sI.LLL 38 N/A CRANK HANDLE at COVER (ROTO HARDWARE SYS.) 31 N/A CASEMENT HINGE - (ROTO HARDWARE SYS.) 39 N/A MATERIALS LIST x 7/32" CROWN STAPLE (STANLEY / BOSTICH) 40 N/A 2" x 15 GA FINISH NAIL - (STANL /BOS11CH) S TEL 41 N/A 1 1/4" x 18 GA. FINISH NAIL - (STANLEY /BOSTICH) • STEEL 42 N/A 1" x 18 G. FINISH NAIL - (STANL-"Y /BOSTICH) STEEL 43 N/A #8 x 2" P.H.F.H. WOOD SCREW (CROWN FASTENERS) STEEL 44 N/A $8 x 7/ P.H.F.H. WOOD SCREW (CROWN FAST NER,S) 45 N/A 47 48 #B x 1" P.H.F.H.. METAL SCREW (CROWN FASTENERS) 46 N /A 1 13/16" z 5" SCREW PLATE STML SIMPSON N/A f 8 x 3/4" SELF- TAPPING P_H_F.H. WOOD SCREW STEEL • N/A 1/8" x 3" BRASS ROD BRASS 49 N /A RADIUS FRAME FILLER PINE 50 N/A 1 -5/8" (11 GA.) ROOFING NAIL 51 52 53 N NOT USED NOT USED 1/4" FRAME SHIM ST'cLL STEEL =4 - NOT USED 55 - NOT Uxu WOOD } 2 D 11 .32 L 1.83 FRAME CLADDING 2.19 g O HEAD SCREEN STOP } 1.57 1 \: 14 SASH CLADDING i 2.04 co I I .39 RADIUS SASH RAIL /STILE ® HEAD JAMB & SILL .17 10 SIDE 234 JAMB EXTENDER 234 RADIUS SID= JAMB US ^ /: 1 L' 1 SASH 2 .94 O WOOD SIDE JAMB { 2.19 CU CU --1 37 SCREEN S O? 11 OPERATOR COVER 2.65 } .47 —{ Ifl WEATHERSTRIP 21 RADIUS FRAME CLADDING GLASS STOP (UCB) 77 RADIUS HEAD /SILL } 12 SASH RAIL .30 2.09 2.9 FRAME WEATHERSTRIP I— 1.23 r .30 I N L O 0 RADIUS FRAME FILLER (U CU 0 11) 2.09 1 SASH STILE O 0 0 � — 110 — ° o 1 1 0 0 0 0 0 0 0 0 00 dte 0 0", 0 . • 0 0 0 1 RADIUS SASH •° q4a o I ° • •ea CLAP ; 0 0 00000 00 0 o 0 0 O 0 \D RADIUS SASH W.S. 0 ® 0 ®) STP.T)ON.AP,Y BLOCK P z : ▪ Ea ;th1! O o cD p 4 •c� T f•-3 - • c.) 0 . :C.• O e •• C s • (1 0 0 • • •0 DWG. BY: r —1 CD w (1) 0 rL 0 D Z SCAE: N. I.S. CHK. BY: RW 0 L 0 0 J Q 0 • 0 0 0 . • 0 O 0 ••• 0 • • 0 0 e O N. O O. w Q 0 } DATE 11/14/97 P. H.G. DRAWING NO.: 00 - 1 Si-- 5 0- 7 0 000 0 • - e 0 0 00 • 0 0 • <000 MATERIALS LIST (CONT.) I I EM PART r DESCRIPTION MATERIAL 56 11 /A GEOMETRIC BUTT HINGE SictL 57 N/A 1/2" x 1/4" CROWN STAPLE (STANLEY /BOSTICH) S 1 ctL 55 N/A OPE &TOR TRACK — (ROTO HARDWARE SYST'E'MS) S I C 59 N/A R65 LOCK P. EM3LY — (ROTO HARDWARE SYSTEMS) VINYL 60 14/A R65 LOCK STRIKER — (ROTO HARDWARE SYSTEMS) S 1 .e.1 61 N/A DUAL ARM SASH BRACKET — (ROTO HARDWARE SYSTILS) STEEL 62 N/A SINGLE ARM OPERATOR — (ROTO HARDWARE SYSTEMS) S1t1 63 N/A R55 LOCK ESCUTCHEON — (ROTO HARDWARE SYSTEMS) S i ..:2_1- 64 N /A. R65 LOCK HANDLE — (ROTO HARDWARE SYSTEMS) STEEL 65 N/A B x 1 P.HF.H. STL. ST. SCREWS STEEL . 66 N/A B x. .3/4' P.H.F1 -L STL ST. SCREWS S1 U. • N/A 17 x 7/8 P.HF.H. STL ST. SCREWS S1:t1 68 N/A f7 x 3/4" P_H.F.H. STL ST. SCREWS 5T L 69 N/A f7 x 5/8 P_-I.F.H. STL ST. SCREWS .1�F1 70 N/A #5 x 1' P.H.FJ-L STL ST. SCREWS S1: a. 71 N/A 1 x 1/2" CORROGATED FASTENERS. STEEL 72 N/A 1 3/4" x 15 GA. PIN NAIL (STANLEY /BOSTICH) 51. 1 73 N/A 1 x 7/32' CROWN STAPLE (STANLEY/ BOSTICH) 74 N/A 1/5 x 1/4" GLAZING TAPE (3M) 75 AC -172 DRIPCAP — (ANODIZING INC.) 6063 —T5 ALUM. 76 N/A FOLDING NAILING FLANGE — (AMESBURY) POLY 67 SILL 30 66 9 ,r VIII .I r. 63 6 0 I • 0 e• 0 O O 0 0 0 0° .- Cr: Z °.- �z 0 e �� • O M - L.L CD o In � ▪ J • •• v M • U •.d • C o • •• 0 0 e • C oe . e = '• • e • •f •O I i 0 0 NOTE: CASEMENT HINGES ARE INSTALLED AT HEAD AND SILL HEAD DETAIL NOT SHOWN. SIDE JAMB I 1 .88 �— I 01 1 F— 1.85 —1 6O 0 0 3.00 `-� J SASH SNUBBER 17 6. V R55 LOCK STRIKER 0 0 R65 LOCK ESCUTCHEON 63 .41 56 BUTT HINGE BO T TOM RAIL CD _ 8 30 OPERATOR (STRAIGHT LINE UNITS) 1 -- 1.52 --I u I —� .69 61 DUAL ARM SASH BRACKET r - .36 2.88 f CO CO 7 . OPTIONAL DP.IPCAP .96 R55 LOCK HANDLE i • 27 1 cu __„ , .4 3 — 1 OPTIONAL NAILF 1N SIDE JAMB OPERATOR (P,ADIUS UNITS) STILE __. - - �c� Fsoraae Fas-QS- OZ/3. uV :i^ -t t Cc 0 0 I I 1 1N1 -1 °1 IDATE 11/1 scat:.: N.T.S. DWG. 3Y: P. H.G. CHK. 3Y: PW DRAWING NO.: CC SHEET 7 of 7 0 0 00 •0 0 eo • 0 0 000 0 0 0 0 0 0 000 • • • • • • • • •• • • • • • • • • • . •••• • • • • • •••• .. . • • . • .. . •• • • • . • .. •••• • • • • ••• • • • .. • • • • • .. • • • • • N b 3CD 11 x 3 a VZ /vo 03- 02_13.13 DU4-SL i I /�luw��r�v� GIQ � co (p� - 1k 1 W , L , J . .po -- i n 4 . 00 0 O 0 0 00 0 0 000 , O 0 'J0 02= p . ry 0 ® 1 cro•• 4• •om • 0 • • 0••000 •••0 ••••• • 0 0000 0 •0 ••••0 O 0 0 • • 0000 0 0 0 • 0 •••00• 000000 0 • 0 0 000000 •• ••••o• • • 0 00 0 0•• • 0 0 0 0 0 O 0 •••• ••••oo 0 • 0••• O 0 ••••00 • 0 • •• • • • • • ••• • • •• • • • • • •••• • • • • •••• • • • • • • • • • • • •• • •••• •• •• • • • • •••• •• • •••• • • • • • • • • •• •••• • •• • • • ••• • •• • • • •••• • • • • BUILDING CODE CiM PLIANCE OFFICE (BCCO) PRODUCT C9NTROL DIVISION NOTICE OF ACCEPTANCE (NOA) .Veld -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 (3 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 1 P&1uot Control • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade tout R y) reserm right t8°' have this product or material tested for quality assurance purposes. If this product or Jnaterlal faits. U1 pt rforne au. • • the accepted manner, the manufacturer will incur the expense of such testing and llaa:AI-IJ may immediately° revoke, modify, or suspend the use of such product or material within their jurisdiction P BOJA reserve:; the riEgtft° • • to revoke this acceptance, if it is determined by Miami -Dade County Product Control DtdiStdn that fait 1)roduci TV • • material fails to meet the requirements of the applicable building code. • 9.960 o • • • ° • 0000 .• • • • •.•••• This product is approved as described herein, and has been designed to comply with the Miti Hurrican • Zone of the Florida Building Code. • ° ° ° ° • DESCRIPTION: Series ",Veld- Wen®" 6'8" W/E Outswing Opaque Insulated Stee! Do. w /wo Mentes- • • • • ` • 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 1 as well as approval documeit mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. NOA No 02- 1211.18 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Page 1 DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) UNIT TYPE i IV..., NEGATIVE SINGLE W /WO SIDELITES +66.7 psf V�GKHLL ''':film )OR PANEL NEICHr rn o 010 7 v 1 -70.0 psf CB IN- _� ACTIVE Il! 6 ANCHORING LOCATIONS & GLAZING DETAIL OM -- UNIT COMPONENTS Oil ACTIVE r v _��f .____\ , 0� ° '�-r MM. v y DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) UNIT TYPE POSITNE NEGATIVE SINGLE W /WO SIDELITES +66.7 psf -70.0 psf DOUBLE W /W0 SIDELITES (wINDJAMBER a ASTRAGAL) w +66.7 psf -70.0 psf DOUBLE W /wO SIDELITES (IMPERIAL ASTRAGAL) +57.0 psi -57.0 psf TABLE OF CONTENTS SHEET jJ DESCRIPTION GENERAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAI CROSS SECTIONS & BILL OF MATERIAI 5 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & GLAZING DETAIL 7 UNIT COMPONENTS JELD-WEN® Steel RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) Door Leof Construction: Foce sheets: 24 ga. (0.020 ") minimum thickness, Golvontzed 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. Rorie Construction. The active and inactive panels are constructed from 24 go (0.020' min.) galvanized steel. The lace sheet lop and bottoms are ben! 90' over the lop and bottom rods The top roil consists of LVI. measuring 1.57" x 1 042" The bottom rod a roll !armed 0.021" golvonized steel measuring 1 67" x 121 wdh a 1.645 x 30 x 0.831 piece of pressed fiber boord at each corner attached w /0.5 x 2 0 wire staples. The sides of the (ace sheet ore roll farmed into the LVL latch side and pine hinge stile meosuring 1.67 x 1.0 ". The tnter,or cavity s flied wail polystyrene. The face sheets ore glued to the polystyrene. Sosh Construction. The sosh is constructed IT 24GA. (0.020" min.) golvonized steel. The edges of the lace sheet are bent 90' over the polystyrene core and glued to i1. The sashes ore routed to receive the ODL (HP Polypropylene - Thermofil- P6- 30FM0391) & Trinity file lrames. The units ore glazed with 0 125" tempered glass. The lite frames ore wet glazed on the exterior. Frame Constrtclion the lrames ore constructed Irom Pme tombs meosuring 4.563 x 1.25. The heod Tombs are mortised and butt joined to the side tombs and attached with (3) 16 go. 2 x 7/16" crown wire staples. The units use o bump foce thresnold meosuring 4.041 x 1.0 ". The threshold i5 attached to the home with (3) 16GA 2 x 7/16" crown wire staples_ L fl 37.5" OVERALL MAX. FRAME WIDTH DOUBLE OUTSWING UNIT 36" MAX. PANEL WIDTH - 1 U SINGS OUTSWING UNIT 14" MAX. PANEL WIDTH ALL UNITS ARE VIEWED FROM INTERIOR 107" OVERALL MAX. FRAME WIDTH 36.625" MAX. r _ PANEL WIDTH 36" MAX. _ W /ASTRAGAL PANEL WIDTH I D a 1 4 SINGLE w /SIDELITES OUTSWING UNIT 15.5" MAX FRAME WIDTH 14" MAX. PANEL WIDTH 6" MAX D. 0 O 0 N VD 0 O 0 co DOUBLE w /SIDEUTE5 OUTSWING UNIT PRODUCT REVISED maapt.} watt tha Ti Raiding Cosi: A « <ptaene No D2 - 1211 F,,C4,4• Owtz0 ffir r wrr CoolrN O O0 0 o_ Z W � � a 0 O J VD x . 0 U w — 0 0U 0 re 0 N N a o 0 0 - 0 0 O z CONSULS ANTS, INC 813.659.9197 Cr Z O U O 0 z W 0 0 u 00 U 2 0 0 DAR 09/11/01 SCALE N T.5 owG. R" TJH CHI: B> RW DRAWING No 5 - SR[Lr 1 or 7 WOOD EDGE JE INSULATFI) STEEL DOOR OUTSWIN_G 6-8 S W /AND W /OUT SIDELITES GENFRAL 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 REQUIRES 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 —74.5" OVERALL MAX. 36.625" MAX. r— PANEL - WIDTH' — W /AS TRA FRAME WIDTH 3E -. MAX — A.JEL WOTT, Ell AC ME e 14" MAX. PANEL WIDTH a 70" OVERALL MAX. FRAME WIDTH I 36 - MAX PANEL , W115TH 111 v e v 15.5" MAX. 14" MAX. PANEL WIDTH 4 6" MAX. D.L.0. x U 2 — 80.0" MAY SIDELITE PANEL PART OR ASSEMBLY: ITEM DESCRIPTION MATERIAL 1 DOOR PANEL FACE SHEET 24GA. (.021 STEEL 2 HEAD JAMB (I 1/4" x 4 9/16" PONDEROSA FINGER JOINTED PINE) PINE PINE 3 HINGE J41AB (I 1/4 x 4 9/16 PONDLROSA FINGER JOINTED PINE) 4 SIDELITE BUNK JAMB (1 1/4" r 4 9/16" PONDEROSA FINGER JOINTED PINE) PINE 5 4" x 4" BUTT HINGE 12go.(.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 OUISWINC BUMPER THRESHOLD (.050' EXTRUDED ALl1M. BY PEW()) ALUM. 10 COMPRESSION WEATHERSTRIP SCHLEGEI 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 /J10 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) 8Y 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 (/8 x 2" PFH WOOD SCREW STEEL 25 //8 x 2 1/2" PFH WOOD SCREW STEEL 26 ASTRAGAL EXTRUDED ALUM. (wR68J HYNQ.04/6ER /1) ALUM. 27 YALE KNOB HERITAGE SERIES - 28 YALE DEADBOLT HERITAGE SERIES - 29 SILICONE CAULK (CR LAWRENCE 3.3C) SILICONE 30 GLAZING COMPOUND (05D BY ODL) SILICONE 31 18 r 1" PFH WOOD SCREW (WR681 ASTRAGAL 70 DOOR) STEEL 32 3 x 3/8" 1/4" ROUND SIDELITE STOP WOOD 33 Aa x 1 1/2" TEK SCREW (LITE FRAME) STEEL 34 SCHLAGE KNOB SET - - 35 iF51 SCHLAGE DEADBOLT E1360 - 36 STEEL SIDELITE PANEL 24GA. (.021" MIN. STEEL) STEEL 37 1/8" TEMPERED GLASS (BY PPG) GLASS 38 LITE FRAME (001 HP POLYPROP. THERMOFIL- P6- 30FM0391) POLYPROP. 39 LATCH JAMB (I 1/4 x 4 9/16 PONDEROSA FINGER JOINTED PINE) PINE 40 //10 x 2" PFH WOOD' SCREW STEEL 41 /10 r 1' PFH WOOD SCREW (IMPERIAL ASTRAGAL TO DOOR) STEEL 42 3/4' THK. r 4 916" DEEP PRESSURE TREATED REINFORCEMENT w000 43 1/4" x 1 3/8 w00D MULLION CAP WOOD 44 1 6GA. BRAD TRIM NAIL I' 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 /6 X 1 1/2" PANHEAO STEEL 1.75 MIN. PANEL THK. 1 y In SEE NOTE 4 SHT. 4 INTERIOR SEE NOTE 3 SHT. 4 EXTERIOR .125" MIN. GLASS THK. 1.75" MIN. PANEL THK } PRODUCT REVISED co0pIyfret .hh thr Florida z 0 w 3? " BUILDING CONSULTANTS. ■NC 813.659.9197 arc 09/11 Scam. N.T. S ` /ERTICAL CROSS - SEC TION J DOOR PANEL .. • • • • • • ...... • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • SEE NOTE 7 SHT. 4 VERTICAL CROSS- SFCDON SIDELITE SASH Aaeotnep No 02 - 1211. I F. F:r(rrnt.• Dot: I = By p� ' " Mtaml r.!��!.oy Co trot DrWC Br TJH cwx Rw 5 -2104 v¢n 2 or 7 0 HORIZONTAL CROSS SECTION AT ASTRAGAL W ITEM #26 WINDJAMBER W 68J SEE DESIGN PRESSURE RATING CHART SHEET 1 OIL MI SEE NOTE 5 SHT. 4 1.15" MIN. EMB. 1 . 15" MIN. C- SINK .25" MAX. SHIM THK 3 \ HORIZONTAI CROSS SECTION �3 } LATCH JAMB TO BUCK 2 = Z 0 3 HORITONTAL CROSS SECTION HINGE JAMB TO BUCK .15 MIN. 1 j C- SINK ASTRAGAL RETAINER BOLTS (2) TOTAL. (1) 9.0" L. x 312" DIA. 0 TOP & (1) 9.0" L. x .312" DIA. 0 BOTTOM .25" MAX. SHIM THK. ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" .15" MIN. EMB. 0 110 INACTIVE Z = J Z - = a SEE NOTE 0 2 . SHT 4 ti - LI v _ 'sip A JP" ' OPTIONAL ASTRAGAL 4 HORIZONTAL CROSS SECTION 3 AT ASTRAGAL W /ITEM #18 IMPERIAL ASTRAGAL SEE DESIGN PRESSURE RATING CHART SHEET 1 ACTIVE PRODUCT REVISED eete Dtdditag C� t30 1••e t►e •b Aeeepb0ee N• Expini.. Marc C1 By Micro rod • Co not phis m 0. N O <Y N O O 04(0 04 O 0 0 N 1- O O Z <BU(I.O( C CONSULTANTS, n+C 813.659.9197 D_ N x 0Te 09/11/07 SC0E: N. T.S . MC. Err TJH Cm. Br: RW Dre mo1L .0. S - 2104 SECT 3 or 7 INACTIVE .ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL. (2) 8.0" L. x .312" DIA. 0 TOP & (2) 8.0" L. x .31'2= DIA. © BOTTOM Z Y J Z = a SEE NOTE 1 SHT. 4 0 0 0 • • • • • • • • • • • • • • 0 0 • •• •. • 0 • • • • • o 0 0 • IILVE ACTIVE • ••• • • • • 0 000 Z 0 0 a.0 0 • 0 • _• 0 • • 0 • 0 0 0 Cr (10 0 0 0 • • 0 9.. • • • • • • • • 0 e • 0 0 0 0 0 0 00 2 Y W � Z -a SFF NOTE 8 SHT. 4 0 0 • • ° I - moan V11121, N r 0 11 AP 1/11 Aid 0 EXTERIOR INTERIOR O N Z CD U Q 0 o Z 3 O 2 Z vi u C O Q o N J _ - 0 a W N 24 1111% ,N1 e 0 0 0 0 0 O 0 0 0 Z • Q_ SEE NOTE 5 SHT. 4 SEE NOTE 3 SHT. 4 SEE NOTE 4 SHT. 4 SEE NOTE 7 SHT. 4 SEE NOTE 9 SHT. 4 000 0 • • 0 0 O 0 0 O 0 • • • • • • ••• • 0 0 00 SEE NOTE 6 SHT. 4 • e • • e e • e e 0 • e • 0 •00 0 • 0 • • 1 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB. TYP. ASTRAGAL TO THE FROM THE BOTTOM UP: 1.0 ", 0 0 • Z Y z - 'a 0 0 00 0 0 0 • 0 e 2 • e • • • In • • a EXTERIOR 0 0 0 0 0 0 NOTES: 1. SPACING FOR #8 x 7" 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 47 #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 ", 73. ", 18.0" & 26.0 ". (14 PFH SCREWS TOTAL) 3. SPACING FOR #8 x 1 1/2" PLASCREW 15 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 TO THE SIDELITE I5 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 EOUALLY 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 EQUALLY 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 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(70 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 SPACSSD A MAX. OF 12" ON CENTER. 10 SPACING FOR ITEM #50 THE f/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 & BOTTOM (1) SCREW AT 4.4375 ". 0 4 0 I W :041 0 , SEE NOTE MY.- 6 SHT. 4 O HORIZONTAL CROSS SECTION AT SIDE LITE 70 HINGE JAMB TYP. SEE NOTE 7 SHT. 4 INTERIOR 1.15" MIN. EMB. .25" MAX. SHIM THK. SEE NOTE 9 SHT. 4 .15" MIN. r -- COUNTERSINK SEE NOTE 4 SHT. 4 SEE NOTE 7 SHT. 4 SEE NOTE 8 SHT. 4 SEE NOTE SEE NOTE 3 SHT. 4 4 SHT. 4 SEE NOTE 3 SHT. 4 LA.1 v1 EXTERIOR INTERQ 3 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO BUCK. TYP. PRODUCT REVISED 10 eon ptyfvg oIt9 the Florida DWI/Rog Code Amoml m* No ExOrnt •' Dotc By MIacI t>�.a VI 14.1 CC L, Z U Z Z 0 CC N Bu■LDwG CONSULT*VTS, INC 813.659.9197 wrt 09/11/01 sC,LE, N TS. t>.c TJH C ar RW 0R .0 00 S -2104 S (E1 4 or 7 SEE DETAIL "F" / SHEET 5 0 O 0 0 o 0 0 0 0 0 0 0 0 O 000 o 0 0 • 0 0 0 0 0 0 03 DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 DETAIL F HEADER OPTIONAL DETAIL F H A R WIND ASTRAGAL IMPERIAL A A AL STRIKE PLATE RETAINER E BOLS HEADER AAAL EADER RETAINER BOLT HEADER STRIKE PLATE 3 SEE DETAIL K SHT. 5 6 �— DQUBLE DOOR ANCHORING LOCATIONS DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 to th DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL OPTIONAI DETAII H STRIKE PLATES 70 IMPERIAL ASTRAGAL 3" —I I--- 4.5" — -y I— 6" — 3" DETA K SILL WINDJAMBER ASTRAGAL RETAINER BOLT HOLES 6" 1- 3" — F-3" — 4.5" C SINGLE DOOR W /SIDELI ANCHORING LOCATIONS ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW OPTIONAI DETAIL K SI4 IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD STRIKE PLATE PRODUCT REV15ED 03 exopIythg with the ft7ti0 Mather Cole .ATCeynO a No • - E E+prst • Dote • . 0 an cc 0 0. n 03 z 0 a z Z U z 1 2 0 0 ct o; Z u 0 0 0 ry O VI i u 0 rO ae 0 m 0 O O z N Z 0 03 CC CC T. BUuLDTNG CONSULTANTS. •NC 613,659.9197 D+Tt 09/11/01 suit: N. T. S. wc. BT: TJH CNtc. ST RW MAMAS MD 5 - 2104 s0[cr 5 or 7 O 0 O 0 O 0 O 0 3" —I SEE DETAIL J SHT 5 ,,: 3 I F- .7CL UCIAiL G SHEET 5 F— CC O v Z rn r. U ¢ Q o O a W - • 2 Oa p ^ - u3 w 2 2 - 03 Ud IN T 1 T MP TRINITY LITE FRAME • • ••• • • • • • • .• •... • • • • •• • • • • • • • • • • 1 0 w z -- a 1 3 " H h73" 3 " ap co co 4.5" TYP TYP 0.5" GLASS BITE II 3" P. 3" - 6' 3" AZING DETAIL h SEE NOTE 6 SHT. 4 16 TYP. F 3" 3" - EXTERIOR SEE NOTE 10 SHT. 4 SEE DETAIL "7" SHEET 5 - 3" 6" - - TYP. SEE DETAIL H SHEET 5 SEE NOTE 6 SHT. 4 SEE DETAIL K SHT. 5 16 TYP 1/8" TEMPERED GLASS t 3" DOUBLE DOOR W /SIDFLITES ANCHORING I OCATIONS 3" AIR SPACE 1/8" TEMPERED GLASS INTERIOR TY TYP 4.5" 1- 3" IV • • • • • • • • • • SEE DETAIL G SHEET 5 0.5" GLASS BITE • • 0 • 0 ••• O 0 O 0 • 0 • 0 • • • 0 • • • • • • • 0 0 0 0 • 0 • 0 O 0 0 O 0 0 O 0 00 SEE NOTE 10 SHT. 4 EXTERIOR INTERIOR 1/8" TEMPERED GLASS 1/4" AIR SPACE 1/8" TEMPERED GLASS 6" -1 SEE DETAIL J SHT. 5 \ { n h -I 0 TYP. TYR - 1 16 TYP. 1 - I- 6" 1- 6" SINGLE DOOR ANCHORING LOCATIONS EXTERIOR INTERIOR 0.5" GLASS BITE SEE DETAIL G SHEET 5 SEE NOTE 3 SHT. 4 7!A7ING DFTNI 1/8' TEMPERED GIAS5 ODL LITE FRAME 1/8" TEMPERED GLASS { 0 0 0: a Y = o o N 0 O e N OD O � O O 'z z 0 N_ BU LOING CONSULTANTS. INC 8(3.659.9197 og re. OS/11/ SCALE. N.T. GI A7ING 0041! T 7 MP RAME TRINTTY LITE • • • • • • • • ••• • PRODUCT REVISED toe pbmS viliD Eat F t ' - P.000plAccet Ft. lit0tt VTI l7_,LL.t� ec1 Coarrd 007 BY TJH CMC BY RW 000•'0+0 l0) S -2104 SNRL 6 or 7 0 0 o o 0 • o• e o • 0 0 0 0 • • • 0 0 000 0 0 • e • • • • ••• • 4.5625 OUTSWING BUMPFACF THRESHOI Q IOW PROFILE 050" EXTRUDED ALUMINUM DRILL TRU FOR A #8 PFH WOOD SCREW 2PLCS 3.0" DRILL TRU FOR .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68J STRIKE PI ATE STEEL PLATE } O LP/L 0 1AT(,H STI✓ae • 0• • O 0 0 • • • — 1250. gui x.i '�alrri , " 2.4375" 38 LITE FRAME ODL. HP POLYPROPYLENE (THERMOFIL -P6- 30FM0391) r .513- 1— 1.75" —I 2.521" TRINITY LITE FRAME LUPOY EU -5007 1/2" GLASS FRAME OPTIONAL IMPERIAL ASTRAGAL EX TRUDED ALUMINUM .075" WALL ASTRAGAL HAS (1) 9.0" L. x .312" 01A. BOLT ® TOP & (1) 9.0" L. x .312" DIA. BOL ® BOTTOM 0 0 0 O 0 O 0 O 0 O 0 00 11 O o DOOR TOP & 0 0 0 o HINGE STILE O 0 0 O 0 0 00 O N O 0 0 13 COMPRESSION WEATHERSRTIP SCHLEGEI Q -LON 005 650 L II - I I .097" 4 x 4 STFFL DOOR HINGE .097" THK. STEEL BY HAGER 1.013" } F— .75" —{ 2.521" TRINITY I I TF FRAME LUPOY EU -5007 1" GLASS FRAME O O O O DOOR STEEL EDGE CAP. BOTTOM .021" ROLL FORMED STEEL H 1.0" H .25" —{ H I 1.73" 11.875" ASTRAGAL HAS (2) 8 .0" L. x .312" DIA. BOLTS ® BOTTOM & (2) 8 .0" L. x .312" DIA. BOLTS ® TOP 26 ASTRAGAL W /Na /AWBER // (WR68J T - 6063 EXTRUDED ALUMINUM DIA. VARIES W /LOCK USED WOOD LOCK BLOCK, 1.71" THK. 1 5 "RODU(_T KEV1SE±) cs omp!)Eag with ex p!0*tdt EtalMaCeis Aeceptanos r1• G2 - 1214.1E Sapira.. D0le 1ri 11:- Cootml 2 1- IY O ar • m Cr) rn U Q o Z 3 N = Z CO W • d Q N -J Lu CO 00_ CC 2 11 a q 00 • > > W W • 0CC • W 0 0 0 m 0 0 0. BUBLDING CONSULTANTS. INC 813.659.9197 DATE: 09/77/01 SEAS: N.T.S. owc. BY. TJH cHK. BY: RW DRA0IHC ND.: S -2104 s*EET 7 or 7 BUILDING CODE COMVI1'LIAN(flr OFFICE (BCCO) PRODUCT CON'T'ROL DIVISION NOTICE OF ACCEPTANCE (NOA) • Pozzi Window Company 62845 Boyd Acres Rd. (P.04 Box 5249) Bend, OR 97701 MIAMI -DADS COUNTY, FLORIDA ivll3TRO -DADI3 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 unc`h4r 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 Appenis (BORA) toi be used in Minmi Dade County and other areas where allowed by the Authority Having Jurisdiction (AI-IJ). This NOA shall not be valid :after the expiration date stated below. The Miami -Dade County Prgdact :Control Division (In 1Vliarlri Dade County) and /or the AI -IJ (in areas other than Miami Dade Coitllty) Seserve dirright . have this product or tnateriali tested for quality assurance purposes. If this product or initeritk fails to: erforru u� • • ° ° the accepted warmer, the manufacturer will incur the expense of such testing and th0 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction..1 OJLA reservets•the right.. o to revoke this acceptance, if it;is determined by Miami-Dade County Product Control DiviAon•that tt1i& tn or; • 0.00 o .. ....o material fails to meet the requirements of the applicable building code. . 0000 ° o ° • • • ° •••00° This product is approved as d scribed herein, and has been designed to comply with the 1-111f Velocity, I-11.irricane• 0 •• eedoeco Zone of the Florida Building': C: ode. ° DESCRIPTION: Series "Str ?tllglltLine and Radius Top" Oulswing Aluminum Clad Wood:Cu§©tlreait Weimelolv • • •. Large Missile Impact Resistant APPROVAL DOCUMENT: Drawing No. CC -1, dated 11/14/97, with revision #4 dated 09/05/03, titled "Aluminum Clad Wood Case:inent Window ", sheets I through 7, prepared by RW Building Consultants, Inc., bearing the Miami-Dade County Product Control Revision stamp. with the Notice of Acceptance number and expiration date. by the Mianti•iDade County Product Control Division, MISSILE IMPACT RA'T'ING: Large and Small Missile Impact LABELING: Each unit shallibear 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 shr,111 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. TERMINA'I'ION 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 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 insp ction at the job site at the request of the Building Official. This NOA revises NOA # 0140620.05 and consists of this page 1 and evidence pages E -1 thru E -3, as well as approval document inentioneel above. The submitted documentation was reviewed by Manuel Perez, P.I. NOA No 03-0213.13 Expiration Date: September 10, 2006 Approval Date: October 9, 2003 Page 1 t'ozzi Windows Compaq NOTICE OF ACCEPTANCE: EVIDENCE SUB1VIITTED A. DRAWINGS . 1. Manufactw c;r's die drawings and sections. 2. Drawing N CC -1, dated 11/14/97, with revision #4 dated 09/05/03, titled "Aluminunp Clad Wood Casement Window ", sheets 1 through 7, prepared by RW Building C 1isultants, Inc., signed and sealed by Lyndon F. Schmidt; P.E. 11. TESTS 1. Test reporti ,on:1) Air lnfiltration Test, per PA 202 -94. 2) Uniform Load Static Air Pressure Test, per PA 202 -94. 3) Water Resistance Test, per PA 202 -94. 00 . 4) Forced Entry Test, per SFBC 3603:2 (b) and 1'A 2.02- °0 :.: • ° along with tie manufacturer's parts and section drawings marked-4 6y? 0, •• • • ° 000000 ° Architectur Testing Inc. report No. HET1.0112.0508.97 dated (1;5 /13/97 sigted• . and sealed y Timothy S. Marshall, P.E. (Submitted under p►eviogt bf1 01 •..... . O ° 0 0620 .0 5 ) 000000 ° °°• 2. Test reporO ion:1) Large Missile Impact Test per FBC, TAS 201 -9 ° ° ° ° . ° ° ° • . 2) Cyclic Wind Pressure Loading per FBC, TAS 2 Y-4 0 along with' parked -up drawings and installation diagram of twin oasNidig .0 aluminum Oad casement w /laminated glass prepared by ArchitectltratT:esting•I e.: report No. i1 E`1'I- 0112 - 0604 -97 dated 06 /04/97 signed and sealed °by Timotl .S. • Marshall', 114E. (Submitted under previous NO4#O1- 0620.05) 3. Test reportn{on 1) Air Infiltration Test, per FBC, TAS 202 -94 . 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4). Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with parked-up drawings and installation - diagram of a single outswing aluminum 4ad easenment'w /insulated glass, prepared by Architectural Testing, Inc. Test R p ort NQ. ATI -03- 31489.0:1, dated 01/14/03, signed and sealed by Steven M. IJrich, P.L. 4. Test reporti; on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 =94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with #iarked-up drawings and installation diagram of a single outswing aluminum (f lad casement w /insulated glass,. prepared by Architectural Testing, Inc. Test Rport No. AT1.03 dated 01/15/03, signed and sealed by Steven M. Jrich, 1'.E. E -1 Manuel! Il' ' , P.E. Product Contro. )CYca► finer NOA No ' 13.13 Expiration Date: September ;10, 2006 Approval Date: October 9, 2003 ••••0 • 0 •••• • 0 • • .. 0 ° • 0 1100000 0 0 0 090000 Pozzi Windows Commit NOTICE py ACCEPTANCE. EVIDENCE; SUBMITTED 5. Test report on 1) Air Infiltration Test, per PBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per PBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per PBC 3603.2 (b) and TAS 202 -94 along with larked -up drawings and installation diagram of a radius top outswing aluminum (ad casement w /insulated glass, prepared by Architectural Testing, inc. Test Ri port No. ATI -03- 31489.04, dated 01/08/03, signed and sealed by Steven M. Urich, P.E. 6.. Test reports; ion 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air PressureTest, Loading per FBC TAS 202 3) Water Resistance Test, per FBC, TAS 202 -94 00 0 ° 0 :•: 4) Forced Entry Test, per FBC 3603.2 (b) and TA5:20 /-94 ' ; 00•• • along with : iarked -up drawings and installation diagram of an ou�wi,n O0 aluminum (iiad casement w /insulated glass, prepared by ArchitectubaCYesting, ° .. Inc. Test It Oport No. ATI.03- 31489.13, dated 08/27/03, signed and geared b . . . . Steven NI. rich, P.E. 0 ° • ° ° 0 ° • • 0 0 • 7. Test reportslj.on 1) Air Infiltration 'hest, per FBC, TAS 202 -94 0000 ° ° 000000 0 2) Uniform Static Air Pressure Test, Loading - per.FJ1C;IAS 202 -9r1. 3) Water Resistance Test, per FBC, TAS 202 -94 ° ° • ° 0 000. 0 0. : 4) Forced Entry Test, per FBC 3603.2.(b) and TAS 20Z-94 .• ° • . along with it arked -up drawings and installation diagram an outswing alumi-nwn clad casement w /insulated glass, prepared by Architectural Testing, lnc.. Test Report No.AT1.03- .31489.14, dated 01/14/03, signed and sealed by Steven NI. Urich, P.E. 8, Test repor•ti'i on 1) Air Infiltration Test, per PBC, TAS 202 -94 2) Uniform Static. Air Pressure Test, Loading per PBC TAS 202 -94 3) Water Resistance Test, per FBC, 'TAS 202 -94 4) Forced Bntry.Test, per PBC 3603.2 (b) and TAS 202 -94 along with ; pnarked - up drawings and installation diagram an outswing aluminum clad casemj nt w /insulated glass, prepared by Architectural Testing, Inc. Test Report No.4T11 -03- 31489.15, dated 01/14/03, signed and sealed by Steven M. Urich, P.E. E - 2 anuel 1' ez7 '.E. Product Contrp Exfos Iner NOA N X0213.13 Expiration Dale: September 10, 2006 Approval Dote: October 9, 2003 O 0 0•0000 • 0 0•0000 0 0 ••0000 •••00 • 0 ••000 • 0 ••0000 . 0 ••0000 0a 000000 Fozz1 Witadgws Con NOTICE IO1+ ACCEPTANCE: EVIDENCE SUBMITTED D. E. 9. Test report0;on 1) Air Infiltration Test, per FBC, TAS 202 -94 • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with Oarked -up drawings and,1nstallation diagram an outswing aluminum clad casem; tit w /insulated glass, prepared by Architectural Testing, Inc. Test • Report No. ,AT1 -03- 34189.16, 'dated 01 /15/03, signed and sealed by Steven M. Urich, P.E. C. CALCULATIONS 1. 00 0. Anchor Ca kulations and glass analysis, prepared by RW Building COutultafts... Inc., dated /5/03, signed and sealed by Lyndon F. Schmidt, P.13 o 0 0 2. Complies With ASTM E1300 -98. 00 00 0 0 000000 QUALITY ASSP4I 1. Miami Dame Building Code Compliance Office (BCCO). • MATERIAL CERTIFICATIONS ICATIONS E - 3 000000 0000 0 0 0000 000000 0 00.000 00 0 00 0 O 0 0 0 .•0 O 0 .o •. 0 0000 0 0 000. O 00 O 0 0 00 0 0 00 0 0 00 0 0 1, Notice of Acceptance No 99- .0302.0'I issued to UCB Chemicals t o1 ration:'cM 0 r. their "Uveileol -- Lid. Resin to adhere Glass" dated 02 /08/01, expiring on 02/0104. STATEMENTS 1. Statement Otter. of conformance, dated January 30, 2003, signed and sealed by Lyndon F.Schmidt, P.L. 2. Statement (letter of no financial interest, dated February 5, 2003, signed and sealed by Lyndon . Schmidt, P.E. , signed 3, . Notarized(s;taternent letter of no financial interest, dated January 30, 2003 ned and sealed by Steve Strawn, Codes & Certification Manager, JELD-WEN Research 84 Development. G. O`I'111L1g 1. Notice of Acceptance No, 01- 0620.05,. issued to Pozzi Window Company for their Serieys "Straight Line & Radius Top" Outswing Alurninunl Clad Wood Casement(Window — Impact Resistant, approved on 08/30/01 and expiring on 09/10/06, 2. Letter frol;ir,: outside consultant Tasnini Uddin & Associates International, Inc. Manuel Pe , P.E. Product Conlr hlx . ulner NOA 213.13 Expiration Dale: September 40, 21)06 Approval Date: October 9, 2003 • 0 . •00 0 0 0 • 0 0 0. 000000 00•00 • 0 • 0000 • 0 •0000 0 • 0 000• 0 0 0 0 0 0000•0 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui ding Inspection Request Date 7 Type Insp'n t AD ir Permit No.�� Name D ()0 Address 42 N c115 Company Phone # Inspection Date Approved Correction Re- Insp'n Fee Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Architect and /or ineer Name and address of licensed contractor_ Location aand„1 desc ' ion of lot to be b ilt on: Lot.. ct)d , Block Disapproved (Signed) Street and Number where work is to be done State work to be done and purpose of building (by floors)._ Chairman -. Member Member _ ._ _ Council Approved. _____ . NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. Permit No Date x O X O SHORES S IOLLASC BUILDING INSPECTION DEPARTMENT AFFLOCA OONI FO ate Building Inspector PLANN BOARD. MOLLDO Subdivision .Date (Signed) P�! la [DERMOT 19". Street__ and for no other purpose. pairs No. of Stories L Roof Covering... New Building Remodeling.. ddition To be constructed of 5 Kind of foundation... 4• Estimated Total cost of improvements $ Amount of Permit $ � ecsC:2) Zone cubage required plan Cubage.___ _. Distance to next nearest building _._ . _ _ Size of Building Lot live load to be borne by each floor___ I hereby submit all the plans and specifications foi said building. All notices with reference to the building and its construction may be sent to._... The undersigned applicant for this building permit doc hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site o he work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subgpntractors, on work t. be performed under this permit, as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA, COUNTY OF DADE. SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take a( knowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the oregoing application, and that he did sign the same, and that all facts therein by hi.. ;rte�„�re true. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission E x p i r e s DATE Member Member Member Disapp __ Date making corrections or changes t th s application after approval has been obtained from when such re- inspection iS m94e'n cessary by improper notice for inspection or faulty i rfaiiMitiMMIMIlir&WWi� os '% � i 1 it if 1fr • r 1 r arty vc rco�o rc ' ti : ti , r �r r f Issued �A— LJ9 Amoun0 aiami Jhores B L O R ID A N? 807 (3 4 r o: Address / . 7-J • fie -.. 0 in consideration of the issuance to me by Miami Shores Village, Florida, of a permit or permits to construct or repair a building or qi buildings at the following addresses: 4 -j i - "Cl <- k / '-, - A 4, ,, 4 4 )4L. , 4 o• No. Houses KNOW ALL MEN BY THESE PRESENTS, that I, WHEN CLEARED AND REPAIRED BY THE VILLAGE R � Amount of Bond $ $ Balance due Builder $5 Cost of clearing and repairs done by Village �.O o�� �i '• i r �° •'• i �` ° .�'i'r i � � i • .��� • i r '• i i` �'� `r � ° •' i i ` BUILDER'S BOND do hereby deposit with Miami Shores Village, Florida, the sum of 6='0 ° , and I agree with said Village that, when such construction shell have been completed by me within the meaning of the ordinances of said Village, I will clear all premises and repair any Village property damaged by me, used for the deposit of material or equipment in the construction or repair and that, if I do not so clear and repair such premises immediately upon the completion of such construction within the meaning of such ordinances, the Village may clear. and repair the same and pay the costs of such clearance and repairs out of the aforesaid ' - • 4 and return the remainder to me; and that, if I shall clear and repair said property immediately, as aforesaid, then sai hall be returned to me. WITNESS MY HAND and Seal at Miami Shores Village, Florida, this day Cancelled / , , � nji (,Seal) INSTRUCTIONS TO BUILDER —When above mentioned construction is completed and the premises are cleared and rep tarce 'This bon to the Village Building Inspector and obtain his approval, after which Miami Shores Village will refund your money in accordance with the above agreement. VILLAGE BUILDING INSPECTOR'S APPROVAL I hereby certify that the construction contemplated under this Bond, has been completed and that the builder thereof has caused the surrounding premises to be cleared and repaired in as good condition as they were before commencing said construction. Village Building Inspectorlaii Shores Village 'VAN ° a•' itg,'er`•°, '.••sa`•°. i►•• '+.. iteW ;i '• Pali •'•ir• •'•i °•'•TIM 19 By e t i tii) DX2412.TLIEI,1 09-039896 C PROPERTY_ .42 N. E. 97th Street _ Lesal DY,SCRIPTIOK - lot 7 E Lot 8, lock 6 D ifli shor Section._ 1 814ray st a Gfi temispia. 11DRESS CF LIORTG. 1000 Tiron Rea(1 **, ■■■ ZEE: - 'lead Bros. Beach , F1 . S NEW CONSTRUCTION TYPE CBS STORIES 1 ROOF CONSTRUCTION Tile INTERIOR CONSTRUCTION Plaster Walls, Oak Floors REPAIRS DESCR IPTION Liv Rm Sun Rn Tvtit °Terrace ..2 Bedrooms = 2 Baths ALTERATION DESCRIPTION 1 car attached garage ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. 745 I 7/18/49 ISSUED 1 BY oDean R0 Claussen 46 N. W. 9th T 9 _ OWNER'S NAME CLOT$:: o DEN R JOB LOCATION (ST. OR AVE.) 42 N. E, 97th Street GENERAL CONTRACTOR Dean R. Claussen BUILDING PERMIT NO. 7667 ZONE REQUIREMENTS 181500 CU. FT. DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY DATE 3/V49 PRESENT ADDRESS 46 N. 110 95th Street LOT 7 & E ' 8 BLOCK 6 ADDRESS 46 No W. 95th Street PERMIT FEES 16000 PLAN CUBE 19, 956 CU. FT. BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE SUBDIVISION Miami Shores Section 1 PHONE NO. PHONE NO. LICENSE NO. 2234 LL1 OR BOND _ ��]] NO. C'3�N,U' DATE 314/49 EST. COST S 12, 900000 DATE t o INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION 4/23/49 TS IDH DATE FEE TEMPORARY SERVICE ,4, EAMS & LINTELS 5/1 5/26/49 JDli JDH ?979 6/16/49 $ 2.00 SEWER FRAMING $ $ SOLAR HEATER $ $ GAS FINAL 1 7/11/49 JDH JD BY RE- INSPECT $ CLEAN -UP BY RE- INSPECT BY RE INSPECT BY ROUGHING CONTRACTOR Nu-Way rlumbinp: Co. PHONE PERMIT NO. 7869 DATE 7 / 9149 p FEE S 8.75 NEW BLDG. X 1 ALTERATION l I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ $ SEPTIC TANK NU -WAY ?979 6/16/49 $ 2.00 SEWER $ $ SOLAR HEATER $ $ GAS S BY RE- INSPECT $ INSPECTIONS DATE BY RE- INSPECT BY RE INSPECT BY ROUGHING - JDH t0 � Y49 T JDH JDH GAS H. W. HEATER CONN. • SEWER RANGE CONN. ,SEPT TANK � HEATER 7 ( j / / 1 HEATER � � FIXTURES & FINAL 7/11/49 FIXTURES /(( I f j 49 p f J/ 44� J PERMIT NO. 791?. DATE FEE $ 10.25 REPAIRS 1/ NEW BLDG. X T ALTERATION ADDITION SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE 7341 4/28/49 $ 1.00 H. W. HEATER CONN. $ MANGE CONN. $ MOTORS $ ill ifURES $ I NSPECTIONS BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ,• / , DAT T E 4 28/49 JDH ROUGHING 5/26/49 JDH H. W. HEATER CONN. • RANGE CONN. FIXTURES & FINAL 7/11/49 JDE. BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS CONTRACTOR Jennings Ele trjC CO• PHONE APPROVAL TO POWER CO. FOR SERVICE DATE 7/ BY JDH r r MIAMI SHORES VILLAGE, FLORI BUILDING " DAT /I -, .� • � 994 ELECTRICAL PERMIT N° 7667 Contractor's PLUMBING License No • Work to he performed under this Permit /� `° /�L12. Owner of Building ,' f ii �. Architect , , 71 Contractor or Builder { ' 7 , c = Legal Lot 0 /' Bl. Description Subdi- vision 6 Address of � Y �„ r, Value of , . ._ Amt. of ti., �, � . Building - �i ! � �i �;.. _2 _n_1 Project � � _ � Permit �� This p is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed IS INSPECTOR • In consideration of the issuance to me of this permit I agree to perform the' work covered hereunder in compliance with all ordina cese,ar,i re "" tions pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted t the proper authorities of Miami Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or empl yee. ` e l/ 1 ;l O CONTRACTOR OR BUILDER BY 45. ` ALITFIO l TTY N® 745 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla ,_. Owner, Agent or Tenant of Buildin Lot Block_ Subdivisio Street Address Approved use by occupancy Remarks • This Certificate of Occupancy is issued to the above named - for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIVISION v UL odcCo 7-3i3-49 PAID BY ,,' YEAR ANNUAL TAX PERIOD USED AMOUNT PAID ' DATE PAID RECEIPT NUMBER i (o) .. 1 ' ,���✓ 1949 ' " >12000 i,..7- .3i -d/ J.., -3i -ao 0/1:5'e0 /.?. 0 e 1 7 _ _ 712 c- ) 43 ,- 4`1 , -a 6,5 u /,2. ij ( /.35/81, /6 21I3 ®.7-- 4, // /9 5- ° I II-I )0 /J / /A / . �. 7 •�' - /9 5/ ��l C ' , t1/'/ /'1■> /f�- -9- � i� "v s 2 ��- - ADDRESS 42 2L 97th St. LEGAL Lots 7 L 9 B1ke 6 :ES /f1 RC ( oRD GAGS AGE TAX STATE OF FLORIDA, COUNTY OF DADE. ss. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. �. C ? J / `; — — -- _ ate - - - - N --.- � _..__ 7, A , 19 =f t ., �� Street MIAMI SHORES VI,LLAG E Street and Number where work is to be done State work to be done and purpose of building (by floors )__ Owner's Name and Address___ Registered Architect and /or Engineer Name and address of licensed contractor n • Location and legal description of lot to be built on: Lot Block Subdivision_ and for no other purpose. New Building Remodelingtion L � Repairs No. of Stories To be constructed of . S Kind of foundation \-‘ Ar_�,. � V `C..: - � , _ _ Roof Covering " • �� J °9 Amount of Permit $ Estimated Total cost of improvements $ � , B ��� Zone cubage required _ -- � _Plan Cubage i _i_ - -- - - - - - -- Distance to next nearest building _ �a ,. _Size of Building Lo -2 Maximum live load to be borne by each floor__ ____t -4 _ �� � I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for i spection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su ntractors, on woxlc `)o be performed under this permit, as are licensed by Miami Shores Village. / ).. Remarks (Signed) V w i —_ =_�. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me firs = a my sworn, upon oath deposes and says that he is the of the above descri ed c.- struction, that-he, habl carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stat d are true. Permit No.__ _ Datif L �_ I� Read, Sworn to and Subscribed before me. = to me well known, Disapproved II // Date I ) o Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD 1 DATE Chairman J Member Member Member, Member Member Council, Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. • • e z • • i C ) V i • I I OWNER'S NAME L A) sal, 6e ez ei..e1 , 1 PRESENT ADDRESS 42 J. E. A 97 - S'¢ , LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) Az- itl,E- 97 — `° cFra ee 7. LOT 71 e y a BLOCK loc. SUBDIVISION t- ..14,..- _Ceti. m l GENERAL CONTRACTOR •.. sr 2. 0 La ..ss S . E� ADDRESS PHONE NO. LICENSE NO. G BUILDING PERMIT NO. o �'� DATE //' � PERMIT FEE $ 14 O0 BUILDER'S BOND NO. '� DATE °� ZONE REQUIREMENTS CU. FT. 3€ Z PLAN CUBE L ?. 7 CU. FT. EST. COST $ , O �� o n i9 � IQ DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY °' IQ �la -40f ', __ i,) DATE 7- I /.(a1 NEW CONSTRUCTION TYPE n,z,,, STORIES 6:..al, ROOF CONSTRUCTION e —,i-1 c) }. INTERIOR CONSTRUCTION sTe,D ra D6,Tlo a/ _ REPAIRS DESCRIPTION . .. r)iq . ". ,5 1 ;p '(..(x`..1 ?_ -, C,'( pe 6 Zg561 11 A ) C'%' , C,i. Gya/p ALTERATION DESCRIP`f ION C. F. J._ PA. c7 X0,3 ®,s:,6' 44a ;,. �" a ' ' a ' , 7 'or 7 A07 7, c . JO4 ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SURMITTFr) TO VILLAGF COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. ISSUED BY TO BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE INSPECTIONS DATE BY H INSPECTIONS DATE BY FOUNDATION I' ROOF I l BEAMS & LINTELS POOL SEPTIC TANK Ai DiL m FRAMING I 1 AIR COND. SEWER ROUGHING FINAL I I CLEAN UP 1 I S SLAB I II SLAB II SPECIALS PERMITS PERMIT NO. I DATE I FEE TEMPORARY SERVICE BY I S BY SEPTIC TANK Ai DiL m D t'. � I SE-0`17)C, rogg4e— eb,t � -1:- rt d"' e e L — SEWER ROUGHING 1 I S TUB & TOP OUT SOLAR HEATER 1 I S RANGE CONN. GAS I I S MOTORS RANGE CONN. I I FIXTURES INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING DATE FEE TEMPORARY SERVICE ROUGHING S TUB & TOP OUT S RANGE CONN. SEWER MOTORS RANGE CONN. S FIXTURES SEPTIC TANK S S SOLAR HEATER FIXTURES & FINAL FIXTURES GAS CONTRACTOR Z"i2y &/fe_ S.Pra m.� . PHONE PERMIT NO. qa. 3 1 DATE 4 t°1 FEE S 9 NEW BLDG. 1 ALTERATION a/ 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE ROUGHING S H. W. HEATER CONN. S RANGE CONN. S MOTORS RANGE CONN. S FIXTURES S S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL CONTRACTOR PERMIT NO. NEW BLDG. BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS DATE I ALTERATION I ADDITION PHONE FEE S REPAIRS ELECTRICAL PERMITS & INSPECTIONS . APPROVAL TO POWER CO. FOR SERVICE DATE BY BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ Date 19 ` � PLUMBING ❑ PERMIT N? 9134 Contractor's License No. - '.. ROOFING ❑ Owner of Building Architect Contractor or Builder Address of ❑ Work to be performed under this Permit CONTRACTOR or BUILDER Legal Lat 11 Description Bl fl - Subdi- vision Sq Ft. Value of 11 Amount of Project $ 11 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that ho assumes respon- sibility for work done by his agents, servants or employees. a Signed- - - (INSPECTOR) BY 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, servant or employee. 4 BY AUTHORITY BUILDING ELECTRICAL • PLUMBING D ROOFING LI Owner of Building ERMIT N? 8933 Architect Contractor ( , or Builder Legal Lat - - 1 11 Description 11 B Address of Building CONTRACTOR or BUILDER MIA LO SHORES VILLAGE, FLORI Work to be performed under this Permit , Date 19L.! Contractor's "\ License No. Subdi- vision Sq Ft Value of 11 Amount of ; Project $ 11 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoke at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that t he assumes respon- sibility for work done by his agents, servants or employees. Signed (INSPECTOR) BY 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, servant or employee. BY AUTHORITY APPLICATION FOR CERTIFICATE F RE—OCCUPANCY I, PPrria-( L.' U-c? N L - 7 S-7- Legal Description: Lot: Block PAGE 1 OF 2 to re- occupy the single family residence known as : (address) , Miami Shores, Florida. , hereby apply for a certificate PB &c PG: e- i , o I hereby certify that I understand that the zoning of the property is for single - family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single- family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Applicant (49 Date Print Name PA L For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: Q470--ec, L r)3 Telephone: 1 S8- Za, Buyer o Seller alt Company Namur -� 7- Application Fee ($50) paid: Cash Check No. // Q L''3 , F. LUBIEN '�' X 5/24/00 Inspected by: Approved Denied Date Comments: CERTIFICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single - family residential purposes. MIAMI SHORES VILLA E, FLORIDA THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION, THEREOF. PAGE 2 OF 2 By: ,. Date of Certification: 5/24/00 to re- occupy the single family residence known as : (address) 92 WE err ST Legal Description: Lot: 4ST '7 Block I hereby certify that I understand that the zoning of the property is for single- family residential'ase . . and that it is unlawful for more than one family to reside therein. I also understand mat any Certificate of Re= Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Applicant Date Print Marne C. V4'fl//:� /� .5 V67 t=4“— :.* * *** *** ** ** ** * ** # ,noovu4=0 **...,.'** *4=4ui= h ob #fi # # #b4 “., #Y= t.OII#2+t!vv* For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: Buyer Inspected by: Comments: APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY Seller V Resitor Application Fee (S50) paid: Cash , hereby apply for a certificate h Approved , Miami Shores, Florida. PB & PG: PAGE i OF 2 Denied Date 631 CER 111 1CATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersismed certifies that the property • described in the above application has been inspected for purposes or re-occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single-family residential purposes. PAGE 2 OF 2 MIAMI SHORES 1 GE, FLORIDA By: Date of Certification: THIS CER I IEiCATE VERIFIE ,THAT THE REFERENCED PROPERTY. HAS BEEN INSPECTED BY MIAMI SHORES-" VILLAGE AND HAS BEEN D .ETER1MINED.TO.PRESENTLrY COMPLY WITH THE SCHEDULE OF REGULATIONS.OF,THE MIAMI SHORES LAND AND DEVELOPMENT. CODE- PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE-FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTTER STRUCTURES ON. THE . PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH. • CONDITION, AND INT.ERES i EL) PERSONS ARE ADVISED AND ENCOURAGED TO MAKE . THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DE . ER1tiIINE THE CONDITION; • THEREOF.