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344 NE 102 St (3)MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Ins n Wk4 Ie gat YP P' � Permit No. 9 /9 y' Name 1A/,1 ,J Address 3 7 lam° f / ,2 57 Company Phone # For Inspector: /_ /V — OR Name & Date Approved Correction Re- Insp'n Fee g /ua res-iirh4'L° /21 2_41_44.1 Date No My Co FEES: PERMIT JO U RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address .391 PE / ®Z 51 — Tax Folio Legal Description LOT 7 ,JLd4 3? se oav / Historically Designated: Yes No Owner/Lessee / Tenant 34 y 4./L''' Master Permit # 9 Owner's Address,3y y e `o z 3 1- /i/A/if; SSG .efS Phon( 30s) 75'7 -3/ V Z Contrac ing Co. ('i4,e Y LEE /W[JR E y Address 7Za S D /331E. A4vi E, F/ 13325 Qualifier SS# Phone 953/ E/7 ,7- 6 ? 2 ? State # (?Q(0 L D 9 / 5' Municipal # Competency # Ins. Co U 7 at. Address Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one)rBBUILDIN) ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN p -( er` WORK DESCRIPTION ,(',e/ 4'e6' /O /' /iIJ.DOGr�,� /�jiTfj %' de, p 4 fN A- 1,&pcz <3. 5 •e . S> Z� Square Ft. Estimated Cost (value) 6 ° G WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature er, and/or Condo President Da te 14/ /do 96'.Tfa b -6% ••' 74:7 . 7 •. • s , '�� pi .ssion YS NOTARY L ?C STATE OF FLORIDA COMMISSION NO. CC7 MY COMMISSION EXP. MAR. 1 Signature of C APPROVED: TOTAL DUE Zoning ? 7 ! 24 � E lectrical Mechanical Plumbing Structural Engineer PERMIT NO. ADDRESS: - MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT` SECTION BY DATE ZONING • ELECTRICAL MECHANICAL PLUMBING FIRE ' PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to coiap41anc. with alt Federal, State, Cocmty. Vdtage rotes and regulations. Wage assumes no responsibility for accuracy of/or resutts frost these plans. 2. Thls copy of plans must b• available on building site or no inspection wit( be conducted. JOB AODRES APPLICANT PHONE# APPUCA11ON # SHEET OF MI CELLANEOUS 1 I - 3 11) 1 Dom) CRITIQUE SHEET GATE COMMENTS INITIALS II SH35 1 I L- 51-135 SH3 SH35 SH2 F OWNER: WEAVER ADDRESS: 344 NE 102 ST. MIAMI SHORES, FL 33138 LOT: 7 BLOCK 38 MIAMI SHORES SEC. I PHONE: (305)757 -3142 CONTRACTOR: PHONE: (954)472 -6873 PURPOSE: REPLACE 10 EXISTING WINDOWS WITH NEW SINGLE HUNG WINDOWS. RETRO -FIT SIZE FOR SIZE NO OPENING MODIFICATIONS APPROVED STORM PANELS ALREADY EXIST LOCATIONS: A THRU F 4'6 A SH25 SH25 SH25 32 32 GARY LEE MOREY 32 DECK NORTH U FRONT DOORS A UP UP COVERED ENTRANCE n l CHIMNEY u � c.m furring stucco sealant 1/2" drywall sealant existing 1" x 2" p. t. buck as per code new single hung window window jamb /buck detail 3/16" tapcons through buck w /minumum 1 1/4" embedment into masonry. spacing as per window product approval. PRODUCT CONTROL NOTICE OF ACCEPTANCE Seasonshield, Inc. 355 Center Court Venice Acceptance No.:98-0304.05 Expires:10 /29/01 Approved:10/29 /98 FL 34292 !ate -net mail address: postmaster ®buildiagcodeoaline.com :.■.r. �.vu,k:,. t, r�uKID,� METRO- D.ADE'FLAG1 ER:BUILDING BUILDINd CODE.00�1P(a:ANC E- •:+ Q, ,l iC �fETRO�`D:aDE FLAGL�ER;BIiILpt �; 140 WEST FLAP STREET S,U,t,..T. 6O MIAMI. FL�ORIDA,F33;10'163. (305) 375-2901 FAX (30 3:Z ;S'`�jp CONTRACTOR LICENSING SEC'TIO;'•' (305) 373 -2527 FAX (305)::375.2 CO NTRACTOR EM EN STIO` (305) 3.73 FAX (30 5.7 29p PRODUCT CONTROL bIVIS[dN.`: (305) 375-2902 FAX (305) 372.63135: Your application for Product Approval of: Series 2001 Aluminum Single Hung Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials; and`. 4 Types of Construction, and completely described in the plans, specification calculations as stbrnittef,' Applicant, along with Drawing No. W98 - 02, Sheets 1 tlrru 4 of 4. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et : and the Standard Condition on page 3. This approval shall not be valid after the expiration date stated below. The.Offtce of Code Compl ngp. . reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for :: quality control testing. If this product or material fails to perform in the manner, -the Code' Compliance Office may revoke, modify, or suspend the use of such product Or material`: immediately:_ 'applicant shall re- evaluate this product or material should any ammendments to the Sout 'Florida:;BIiil . . Code be enacted affecting this product or material. The Building Code Compliance Office reserves :t14i,, the right to revoke this approval, if it is determined by the Building Code Compliance Office product or material fails to meet the requirements of the South Florida Building Code. The.expense such testing will be incurred by the manufacturer. Raul.Rod iguez Product Control Supervisor ._ THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GEhtERA1 CONDITIONS ILDING CotetOMMITT This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance..; Metropolitan Dade County • Homepage: bttp : //www.buildiagcodeoaline.com Seasonshield Inc. ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 98- 0304.05 OCT 2 9 19" OCT 2 9 2001 1. SCOPE 1.1 This approves an aluminum single hung window, as described in Section 2 of this Notice Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition Miami -Dade County, for the locations where the pressure requirements, as determined by SF. Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 2001 Aluminum Single Hung Window and its components shall be constructed in st compliance with the following documents: Drawing No W98 -02, titled " Series-2001M Sin Hung Window," Sheets 1 through 4 of 4, dated 01/02/98, Sheet 1 with revision B dated 10 /06, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product . Con approval stamp with the Notice of Acceptance number and approval date by the Miami -D County Product Control Division. These documents shall hereinafter be referred to as the appro drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of aluminum single hung window, as shown approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurric protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami-Dade �r r•,p County Product Control Approved" c` I J ` &.\- ,' y "�TyA i: t 1 ' SJ 4u t tS24,: f t rl, 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co. (SFBC) in order to properly evaluate the installation of this system. Man Prod el Perez, P.E. Product Control Division of Exam Scasonshield Inc. ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Man 1 Perez, P. E., Product C Prod ontrol Division END OF THIS ACCEPTANCE _ .. 98- 0301.05 OCT 2 9 19� ;OCT 2 9 20C 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been file and the original submitted documentation, including test supporting data, engineering documents, a no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, sta and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the.code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, includir the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this offi 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. c) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and follow by the expiration date may be displayed in advertising literature. If any portion of the Notice of .:. Acceptance is displayed, then it shalt be done in its ti entire '" s �' � .v •� �� 1..tP „A.:go 7. A copy of this Acceptance as well as approved drawings and other documents; where tt applies; s be provided to the user by the manufacturer or its distributors and shall be available for inspection the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal c Acceptance. MNOOW MOTH WIND 0115 SMALL DE PROTECTED DY DAD COUNTY APPROVED IMPACT RESISTANT SHUTTERS 73' MAO TYPICAL Fl NATION TESTED UNIT MICHORS NOT REQUIRED AT WINDOW SILL NOTES; L T1 STRUCTURE S OESICNCO AS PER THE SOVTN FLORXI . BtALORHG COO( 1994 EDTON FOR DARE COUNTY. ALSO FOR WINO LOADS AS PER ASCE 7 -60 USING CORRE)PON0.HC LO805. L •000 SWUM OY OTHERS. DUST BE AHG•R(0 PROPERLY TO TRANSFIA WADS TO THE STRUCTURE. 3. ANCHORS SHALL OC AS Ll5TC0. SPAC(O AS SHOWN ON ORALS. AHCHOR WO EON LHT TO BASE w1ERNL SHALL 8C DCYOND WALL DRESSO4G OR STUCCO. 1. ANCHORS SEE • DN 14.101T 6011.001 V10TH 19 -I /0' 26 -1/2' 37' 53 -1/8' 19 -!/8' 26 -1/2' 37' 53 -1/8' 19 -1 /B' 26-V2' 37' 53 -1/8' 19-1/8' 26-1/2' 37' 53 -1/8' 19-1/8' 26 -1/2' 37' 53 -1/8' 19-1:8' 26 -1/2' 37' HEIGHT 26' (3) • 30 -3/8' (3> • 30 -5/8' (4) • 56' (4) • 63' (5) • 76' (5) • EX T. 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.7 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 INT. EX T. 174.0 40.0 125.6 40.0 89.9 40.0 2002' =! 55.3 131,3 ` A ' 55.3 62.6 40.0 103.1 1 40.0 74.4 40.0 53.3 40.0 40.0 1102 40.0 79.5 57.0 40.0 40.0 39.7 1 40.0 97.9 40.0 70.6 40.0 30.6 40.0 - 1 40.0 113.9 1 40.0 812 40.0 56.7 40.0 92.1 40.0 66.5 1 40.0 46.4 40.0 •'•INT. XT. 201.1 `` 33.3 83.9'•:' 35.3 1666 ' 55.3 120.2 ' ' 53.3 86.1 • 53.3 1492 55.3 103.0 55.3 7LO •• 55.3 49.0'' 39.7 64.3 ° 55.3 • 43.9 c 553 116.9'x^ 55.3 842•% 53.3 56.7 - ° '55.3 • - "' 41.0 93.7. ' 55.3 663 ' 55.3 46.4%= . •.474 1NT. LX1. 174.0 33.3 125.6 353 09.9 33.3 62.6 55.3 103.1 74.4 53.3 1102 79.5 132.7'. 55.3 92.3 '• ` 55.3 55.3 33.3 53.3 55.3 33.3 55.3 57.0 55.3 39.7 55.3 97.9 55.3 70.6 55.3 50.6 55.3 352 53.3 113.9 55.3 022 55.3 58.9 55.3 41.0 55.3 92.1 1 55.3 66.5 1 53.3 47.6 1 55.3 35.2 %N1, 20L1 202.9 143.3 101.2 166.6 120.2 06.1 60.0 170.1 120.5 92.0 6 4.1 150.1 114.1 047 56.9 184.0 132.0 95.1 60.8 148.8 107.4 76.9 53.6 WINDOIT DIMS. / 10 SUS 3 /10 TAPCONS9 / to sus ■ NO. IN PARENTHESIS INDICATE I. OF ANCHORS PER JAMB SERIES -2001M AI SINGIF. IIUNG 1T1NDOWI$ COMPARATIVE ANALYSIS CHART BASED ON NCTL- 210 - 1946 - 7,6.9,10 DATED 00 -12 -97 TEST SIZE • 53 -1/4' X 76" ( OVER 1) 3/10 TAI•LUl•. , • GLASS 54.1 REINFORCEMENT WATER TEST -PSF OSB - ANN. STD. 6.0 3 /16 -ANN. 14-9152 5/16' X'3/9' STEEL 9.3 DESIGH LOAD -PSF EXT. 1141. 40.0 40.0 55.0 55.0 NPl0:TD AS COSIPtTUIG WIN 141 SOU111 FL03!DA 955L04IG COO( DA1 D- aLS BY Pl (091)O1 0533 0.7 BUILDING CODE ((W1W10E an(j ACC(PTA5C( 110. 0 304 •0 5 1 a 0 0 drawl 00. W98 -02 (9M9 1 0 4 • C 1 G J WEEP NOTCH 1 -1/2' X LEG HEIGHT AT CACH -ENO Or SCREEN RETAINER LEG 1 • • a •• •a • • ITT RIa_, r0R wWOQWS FIRED WRH 3/16' -ANN. OR 3 /I6'- INS:M. ANN. GLASS 3/0' X 3/16' STEEL DAR. FULL LENGTH VINDOVS VITH 3/W NOL GLASS ONLY (ST01. TO DC PLATO OR PAINTCD) S K IONAL TO 10TTON RAIL LATCH EP LATCH OPT AT 12 -1/4• FROM EACH END OF INTERIOR MTG. RAIL. KEEPERS EXTRUDED INTO MTG. RAIL AT LOCK POSITIONS '''*fej° 11 1 0 0 1 3/16 ANN. GLASS OR 3/16' INSUL -AI01. GLASS • I/2� 1 BY OR 2 BY T1000 BUCK TYPICAL ANCHORS; SEE CHARTS. A. INTO 28Y WOOD BUCKS OR WOOD STRUCTURE i 10 SKIS WITH 1' MIN. PENETRATION INTO W000 B. THRU 1BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 3/16' OIA. TAPCONS WITH 1 -1/4' MIN. EMBED INTO MASONRY }c' STAN_ D RADSSI_LL TOR *1410016 r0TTED von1 068 - 1:14N. OR DSO -*SUL ANN. CLASS 1c1" (1 6 1998 • mum u CCOIPLTGIG TO1K THE sorTH aga1DA BUADITIC CGOC q Y CAT 31 /ROW TA3L 001:31:11 3URD'J. [MA [MIRAI:CL 01110E u[LptAnC.1 KD ¶Z 03o4. Cr O O 4 ri Plg 7 a C S p S U o Z 8 if Z N 8 N 3 W_ = N Z� w ( u l to 1 z . i i S drovin no. W98 -021 (eheel T o1 4 1 BY OR 2 BY w000 DUCK GLASS - SEE CARTS SASH WIOTH 0.L OPG. SASH VDDD BUCKS NOT BY SEASO4SNIELD MUST SUSTAIN pre= LOADS - I/4 um. SHIN 0.1. OPG. f1XED UTE WINDOW 'MOTH EXTERIOR D 4 5 6 6A 7 8 9 10 11 12 17 14 15 16 17 17A 10 200 XR 20VHD 5000 -S9 2IVSD 20V.4 107 -210 GAS -43227 5- 019/5 -030 2 14 4 2 AS RE00. AS RE00. AS RCOD. 2 AS ROOD. AS REOD. AS REOD. I/ STILL MEETING RAIL SASH TOP RAIL SASH 0015011 RAIL (STD.) SASH BOTTOM RAIL 011 -RISC) SASH SIDC RAIL ASSEMDLY SCREWS rACE GUIDES SASH TOP GUIDE FIN SEAL (-260 HIGH CENTER/1X) VCATHER STRIP BACK BEDDING SASH LATCH AT EACH CND or SASH " SASH LATCH SPRING GLAZING BEAD INSUL. GLASS GLAZING BEAD BLOCK L TACKLE BALANCE 1 6063 -T6 '606.1-T6 6063 •T •i06a -T6 6063 - 06 • VUNTL SILICO+E 6063-16 • STEEL ALIBIINUM RIGID PVC INDALEX OR EOU1v. INDALEX OR EQUIV. INDALEX OR EQUIV. INDALEX OR EQUIV. INDALEX OR COUIV. • R X l' P!L PHILLIPS CRS 2/ SASH SIDE RAIL NOT SMOvN SASH TOP RAIL L SASH SIDC RAIL SASH BOTTOM RAIL INDALEX OR COUIV. ROLL rORNED ALUM S /B• BOX 7 20MA 2 fRAME JAMB .- '•'-`k' `6063 INDALEX OR COUIV. GLAZING METHOD; EXTERIOR GLAZED WITH ALUM COLOR ADHESNE SIUCONE BACK - BEDDING AND A SNAP IN EXTRUDED ALUMINUM GLAZING BEAD FOR I4ONOLTfHIC GLASS. OR A RIGID PVC GLAZING BEAD FOR INSUL ATED;CLASS. GLAZING BITE - .344 TYPICAL SEALANTS; AU. FRAME AND VENT CORNERS AND SEAMS. SE ALED WITH ALUMINUM COLORED SEALANT. 1.1.9n DR. ..ywTOyM FAR000 STRUCTURES M PC 1 11.337 APP00R0 AS tOIOFLTI:x Rill 1110 SOUTH 11C21DA BI5IDIHG CODE mu O 14 C t BY p14 n 051204. DF.TS a7 BUILDING C000 COMPUA ICE OFFICE ACL[PIAXCI na S.:(_ 0 3R .L • 0 3 Ors O vn- O + U A 2 1 } F4-7 n 1 0. drawing no. W98 -02 l ahe•t 3 of 4 I- . LeJJ• L907� FRAME HCAO , �l SASH LATCH 750 1•680 . 9T0 408 .433 M'UTHIC GLASS GLAZING BEAD SdLG 1:1 .030 TTP. MEETING .917 -I RAIL .906 _ .023 Z3 TTP. r 330 369 1 L500 0412 ( 1I L412 INSUL GLASS GLAZING BEAD SG11I /:1 I 1TP. — 1 .815 VENT TOP RAIL J)l2 F- L576 . '- Len ue7 f a42 TYR L 1 1-LOJI FRAME JAMB L r ....-, JJ50 ITV: 1•970 ! i 1 .750 VtNT DOTTOM R r - L L (H1 -RISE) 1— t2a3 .7 1 - 1 .6.6311 SASH SIDE -1 } -.W2 TTP. RAIL . 0�2 .969 • L— I 1 rP. J .750 L VENT BOTTOM RAIL (STANDARD) T BS L HI L969- .050 TTP. 7 2.187 T—' 403 STANDARD `-- 1•969 .0 0 1TP. , FRAME 1490 _I. SILL -RISE FRAME SILL VFNT ROTTOM CORNER STANDARD VENT TOP CORNE3 (.qr OR. ul.P.V40.11,1 1411000 S CR . P C M ILA. 11 u Pf 1w7 APAYOVt.O AS COMPLTIIIC MTN TNL SOUTH It'' IOA BUILDING COOL 031 .. 1 y ar PROD' I 0:.110L DIY•.S.W BUILD NG C3Ct COSU' UNCL CTFlCE tCCLrI: AGE N0. - 03 0 '' O ; 1 dro.'rNT re. I W98 -02 ksneet 4 of 4 VENT BOTTOM CORNFR HI —RISE • ROI °I : " SEeUR I T'( WINDOWS BROWARD PHONE NO. : 954 735 5402 MIAMI.DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Security & Doors 5100 NW 72 Ave. Your .application for Product Approval of: rlr t r S of the of Miam Dade Tube Crr) under Mullions Code governing the use of Alternate Materials and Types of ndeJzr C C p Construction, and completely described herein, has been recommended for acceptance by the Miami•Da e County Building Code Compliance Office (I3CCO) under the conditions specified herein. This npprov'al shall not be valid after the .expiration date stated b ow. rCC reserves t testing. right to secure this product or material at :�riytimc from a jobsite or manufacturer s p quality If this product or material fails to perform in the approved manner, BCC() may revoke, modify, or suspend is the uxe of such product or material immediately. BCCO reserves the right to revoke South a Florida if ui d et_r:nined BCCO that this product or material fails to meet the requirements • Code. The. c\pense of such testing will be incurred by the manufacturer. Acceptance No. : 99-0104.02 Expires:01 /02/2 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL . CONDITIONS BUILDING CODE & PRODUCT RE- VIEW COMMITTEE This appli a:i on for Product Approval has been reviewed by Florida , B C and a conditions rved y the t n g C ode and ? ;review Car 11inee to be used in Dade County, .ApproveW 02/05/1999 FL 33166 MIAMI -DA DE COUNTY, FLUkIfm METRO -DADE PLAGLER BUII,U(NQ :WILDING CODE COMPLIANCE OFFICE 1.IE'TRO•DAUE FLACLER aUILDINC 140 W6ST FLACLCR STREsLT. SUITE 1603 MIA's(. FLORIDA 33130.1563 (305) 375.90: FAX (305) 375• 1909 CONTRACTOR LICENSINC SECTION (305) 375.2521 FAX (305) 375.15SS • CONTRACTOR ENFOI(CF.ME:NT SECrl(.)N (305) 375.3966 FAX (305) 375.2903 PRODUCT CONTROL DIVISION (305) 375.1902 FAX (305) 372.6339 Raul Rodriguez Chief Product Control Division .tanclsco Uln( n'1, ••A Director • Miami = Dade County I of 3 Building.Code COmpli'ncc Office • 7R011 : SECURITY U1NDOWS BROWARD Securi ��`indo s & Doors PHONE NO. 954 735 5402 Oct. 01 1999 01:11PM'.P2 NOTICE o A >'; ;.NC 1'E FI C ' . ION 1. SCOPE 1.1 This renews the Notice of Acceptance No. Ot as dose bed in S January 2, this Notice o approves an aluminum mullion without reinforcement, Acceptance, designed to.comp,ly with the South Florida 8�1Cdisgas determined byttSFBC Chapter. Dade County, for the locations where the pressure requ r 23, do not exceed the.Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Aluminum Tube Mullions without Reinforcement and its components shall be constructed in strict compliance with the 'following documents: Drawing No. M95 -08A, titled "Mullion Details ";. prepared by Al- Farooq Corporation, dated September 29, 1995, revised December w 6, 1995, , sh e c t s of :• through 3 of 3, bearing the Miami -Dade Cottnty•I'rodttct Control Approval stamp .Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 The design pressure for the mullion and anchor selected must each tneet or exceed the pressure,.., requirement for the opening in which it is to bc.installed. 4. 'INSTALLATION The aluminum mullion tube without reinforcement and its components shall be installed in strict` compliance with the approved drawings. 4.2 This mullion can be installed•as part of an impact resistant unit. 5. LABELING 5.1 Lttc`' panel shPill bear a permanent label with the manufacturer's name following statement: "Miami -Dade County Product Control Approved ", 6. BU,L1)I•C; PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the hollowing: 6.1.1 T�i� Nntice of Acceptance. 6.1.2 Dcpli. to copies of the drawings, as identified in Section 2 of this Notice of ` Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 1 11 . . 4. ' Mani I Perez, P.E., Produ• ontrol ExamincrS Prod _.ontrol DIvisicn or logo, city, state and - ,SELR I TY WINDOWS BROWARD PHONE NO. : 954 735 5402 $ecuri Windows & Do rs APPROVED EXPIRES January 2, 2007 NOTICE OF ACCEPTANCE:: STANPA? CONDITIONS Renewal of this Acceptance (approval) shat{ be considered after n r enewal application has been filed and the ;•11.1e ) / . ' original submitted documents, Including tcst•supporting data, engineering documents, are no older than eight (8) years. ?, Any and all approved products shall bo permanently labeled with the manufacturer's name, city, state, and the . following statement: "Mi.mi•Dade County Product Control Approval ", or as specifically stated in the specific conditions of this •Acceptance. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes, b. 'Tile product Is nolonger the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with nil the requirements of this acceptance, including the • correct installation of the product. . d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4: Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the • filing of a revision application with appropriate fee) and granted by this office. y3� 5. Any of the following shall also be grounds for removal of this Acceptance: • a. Unsatisfactory performance of this product or process. b Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. 1rhe Notice of Acceptance number preceded by the words Miami•Dade County, Florida, and followed by the expiration crate nay be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety, 7 A cc,py of :hi; Acceptance as well as approved drawings and other documents, where it applies, shall be provided to taw user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cruse for termination and removal o A. 'eptiince. Thi:•, Notice of Acceptance consists of pages I.through 3. END.OF THIS ACCEPTANCE • _ � Oct. 01 1999 01:12PM P3 ACCEPTANCE No.: 99- 0104.02 :: FEB 0 5 194ti __..' Manuel erez, P.E., Product Co d rol Examiner Produc trot Division 0 cc - 3 0 (1) 3 0 0 3 • >- J • w C3 u._ &DSO 6 .000 iNsTRucTioNs- LyE AS FOLLOWS. • 1 sTFP 2 - SITP 3 STFP sTFe 5 STFP • , TO.CAIL 1044Dow FRA.1.6.7 TYP7CAL (LAC PRODUCT X 2 X )/3 •ux.■ rua .ligtiaMighttrziDTICMS1-6 PRODUCT acalaff,thWalac TEE Wmeow OR DOOR 3.rPFI0.0. SIZ ^mO SPDHC DETERWWZ MSC+) LOAD RS:WIRED FOR PAIDICAAR orcrc.c. tr 13435. courrrr Ar.r-Ronar rrtoomcrs LACETux A/304E LOAD REQUIFSDIS. USE C044WE C0044 VULOOK AS PER P ROODC7 Arrika,mL 3P twzn.x..nr sefu. at...1-¢ 014 '2-521 2 SOcr r-TzE C@CH PATPC U0RE 04. 4 LORD f.C77 *4 STEP 5 us:D.c w.CPOR 7 Ow FLEET S. APO A4O4OR CAA/ OH SHEET 7. '73 AwCwOR 74114 01704 7b44; uORE S 7• . 7 . 71 rKE DEz3.:4' r 1e.0s s'E0. 14 ST? 1 x 3 x 1/16 x I/8 rusE 1 X 4 X Int X Sr32 ALL*. It/DC erEllarlo cataartv; rnx rxt or. soune norm lux0 orgo( 81 111/00t_ ISU:LODAC cost cowu wxt aFrx/ AECAP7.44ta:Aq54 -. e '' :- - '$ ,--?, - if-I:::.-;.: - r -- ' ' i t' • .., • ; •t4;',7•4.17■!..et 13-47 • i '14 , - ,•.-Z7A 0 - 7 4 •,••,' .1 - PRODUCT RENEWED .92 nivu1oKDATE_ " WECTANGUI AR:AM-WM TUBE LtUt t Fbk-fS VSR4G itt) LI- )(41: PROP FRITES Ouy _ ' . . • -• . ; NOTES: • . 1- ALL cr..A.D.cc rictio-s to.CD O4 1 :P 3 E3t 1.susr OpOE COUNTS' /a-ZPARICP.0:75. 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PRZCA_S1 - 7 C. • It C 0 ,1 j t 2/ An/CLI . . . ZXZx "GoC3_ j 1 • 2/ AX ZW U2 35' 1 a • S.J.LS_ 1-3/7 33333. D.8) *4:3 NO00 2/ ....seCt_S mull tor{ _c( ro QP io JIL. OAT WC; tO .■ I K•o. (..o 1 rAST(../..(P_•t R200.) • . ,,,,,,, :••••-• • , ..:: - .. ,,-, -.• ,- ...: , - ,- ..3i./3•_• - 4 , 44. 1 30393 .4 ,40 0 ; 0512 t 150411) " 4411411 " 6 " . • • • •••:•.• ''••••••: 3 :f 1•:*,•• A N C HO R TYPE c ;-"ri • 2 2 X fr& U'- AlQ 3/ A!...t=LX L e3 x_ VON 2x X I/1c • : - 123-;11•3 - Lbsc ISO* MOSCI 7PJC0 r0 AC-CO.420AT( CLIP A#06 Lcs TO llutICNIIT Celt:. pulp e ,__ ea d Iflt J.PPRING) AS :433 333n, 733( wk •95 - > 7N.rN br■ CC's: COX C C iel • ell /L.Ost: [s/4 • 77.•-• 1 -1 / 1 -r-H- 0 2/ N'Q PRODUCT RENEWED AfilarrAwcE - cr-4, 0•••,_ EI.7 CONTROL DIN E CONCUA.1. UM. :r- 5.01 ' . • • D te.f 1 4 "�do Job Address 4 4 I4- - Q 0 2. 57 Legal Description 1-01 I 1 LOCK. -2 7 C J`4041 40 1 01E5 S cntON ONE 41.411 t2E (7 62;3 )/ Lessee / Tenant & L,-1 N �"� V v �� 4RZ N D 1 LQAN V IERras ter Permit # 9 Owner's Address °- ,. ). 2.4 1 T'- E -0 M & AMt 5'4011455 Phone J - `1" 3 1 4 2- 5-7 Contracting Co. I KM 6 0n J N e D4 ("1.5 Address 410 t.t -1�J• °1 M tA}4C -L 33125 Qualifier LO Ut • 1.G-) # ':3 2- Ins.Co. State 4fr Architect /Engineer Bonding Company hll Q 1\ (A Permit Type(circle one): BUILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN w e i & - c . c--05 - o € a & E o 46: 7 L t li t t c G) RooD -t WLKQc VoG WORK DESCRIPTION T ai, (: (kt C Square Pt. Estimated Cost(value) 1,7GC'3 ' WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done i compliance with all applicable laws regulating cons tion and zoning. Furthermore, I a orize the above -named contractor to do the work stated. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Municipal # Competency t-tf Signatu -of owner and /or Condo President Dat • - - 2t / CSC? Date: 'Notary as to • er and I r ra4ent My Commission Expires NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. 617153 MY COMMISSION EXP. FEB.1O,2001 ** * APPROVED: Zoning Fire Buildin Mechanical Plumbing_ Tax Folio Address Address Address I 3700 o i3 Signature of Contractor . Owner- Builder Notary a My Commi er a co 6PFA RKE RK ssion ERt$:B NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. 617153 MY COMMISSION VP. FEB. 1Q,2001 w Builder * ** C.C.F. 1' , D NOTARY TOTAL DUE Other Electrical / lQ Engineering 2'Sg ALHAMBRA CiFICLE. •- SUITE 404 THOMAS J. KELLY INC. CORAL GABLES, FLA. 33134 DADE (305) 444-7692 BRWD: (305) 779- 3266 FAX: (30e) 441- 6494 : SURVEY OF LOT SUBDIVISION - � - � — i S SE ACCORDING TO THE PLAT THEREOF ASR 7.'�DED IN PLAT BOOK No. PUBLIC RECORDS OF / /A L' - . COUNTY, FLORIDA. DATE: 7-/9 -24• FOR. LOCATION SKETCH SCALE: 1":50 2 J 7 CU 141 o c 5 . m�� J W U tY FLOOD ZONE' 7/ // /Q /7 LAND SURVEYOR i 2 , o, ode '// /0 /5 // /' 7, /OA/ O 6. /0 // /7 /0 AT PA E No. 7o �1G, U / PAM No. A-144/ZT4 B. LGUi1,vD •344 0. • /02"d Sr. A•fl PLa/2117d. sv # /v /5/ S S so• 6 SURVEY NO 24' . r SHEET OF BLOC K THIS IS A FLOOD HAZARD ZONE /2 3 THIS IS NOT A FLOOD HAZARD ZONE COMMUNITY PAN c ' PANEL No. SUFFIX : � DATE OF FIRM: 3 ._ 2 -`741 BASE FLOOD ELEV.: / LOWEST FLOOR ELEV.: A14 HIGHEST ADJ. GRADE . NOTE : UNDERGROUND ENCROACHMENTS, IF ANY, NOT LOCATED. ENCROACHMENTS NOTED: - 2.: I hereby certify that this sketch of survey of the above described property is true and correct to the best of my knowledge and belief as surveyed and plotted under my direction.' further certify that this survey meet the m( adopted by e Society fessional Land Surveyors and the Florida Land. Title Association and alsoUI F.A. code. There no enc t , except a how n. /7-- off, Notes: I. If shown, bearings are to an assumed meridian (by plat ) E A. PEREA Dote of Field Work :. If shown,elevations are referred N.G.V. Datum 1929 fissional Land Surveyor #4858 3. This is a land survey. fate of Florida : Closure above I : 7500 (Not Valid Unless Imprinted With An Embossed Surveyor Seol) SCALE 1 ": 6o Mr. I.....M....ICOM ,AMBRA CIRCLE- SUITE 404 GABLES , FLA. 33134 ( 305) 444 - 7692 (305) 779 3206 ( 3051 441 - 6494 0 THOMAS J. KELLY, INC. LAND SURVEYOR ,Q / , 6A /( ('_. 1 A"' /.(•'lc) 771F 51 /1T .5' 0 - /e/r /e-y /c SKETCH OF SURVEY SCALE: I" _ /i.'.1 e1 SURVEY NO J e.'7(.20 SHEET `' OF L- 0 m 0 0 6 0 0 1110 RECEIPT DATE 1: .- g RECEIVED FROM 11 044,7,1.44/4 ADDRESS /1h11. ,'31i(/ A/C / ,5)4 FOR 9 64a j /(0.4fruk,7 ACCOUNT AMT. OF ACCOUNT AMT. PAID BALANCE DUE CASH CHECK MONEY ORDER HOW PAID NO. 3556 DOLLARS $ fl) ZJIioma3 awning Dade Canvas' Products 3470 N.W. 7th Street • Miami, Florida 33 Phone: (305) 649 -4511 • Fax: (305) 643 -96 Pattern Nob ✓ " tG 3 ` cZ Weight: q Color: fkr;� tkt=.E K Finish: 00 ? MoviNCtz.--tEJ L -4.6(2■1c/ Date K- 3 - 76 Job Address : ?1y '1 NE J (9 • . 577 Tax Folio 4-0 Y 7 s e e s - Legal Description 61.k 37 Sc h / Historically Designated: Yes L No Owner/Lessee / Tenant )/11.E4 V EI' Master Permit # W03'i T Owner's Address 3 /t/g /o 2 S7 /! /A,v2 S'4 C9ritracting Co. 6i4iey LSE 1<i0/2.&—/ '1 c Qualifier SAey L- /SID ,QE7 � Phone 957 - / Q 63 - /// I State # Ciec o yo Cl / 7 Municipal # Competency # Ins. Co. 6/ s' Architect/Engineer CAN b O i S Address 78 S0 iU�U / /6 ST. Su .7 3'09 �MkE Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION //t1$7 LG ' Gv / Z)OGvS' / ,1.70 0.e S 0 kit( 2A NE 6 --r v p c/viil/r s -r- gip,, s fa // 72-e-tt. -4- i .p iAu_ 3 4rNd'oier Square Ft Estimated Cost (value) 44 ,Z © e, - Ave�A fi.JS II 3� gfio r . WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating, construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. gn at -N� a to- Owner_and!_or_C_ondo President MyPC dr{ issi"oi lE irMiTAnv coati -y `. " �� II co I�i7::-,c o�1 nnttp). � orOP Q G:11P, `t i(1f.$ PERMIT APPLICATION FOR MIAMI SHORES VILLAGE owner and/or Condo President Date 0 dtht, 2 /c,�i-- Date FEES: PERMIT $O, RADON C.C.F. o�'• Y APPROVED: Zoning Mechanical Signat Address `7 -O Sw /33 Te ?_ v /� Fc_. Notary as to Contractor or Owner- Builder My Commission Expires: - ' NOTARY SW. �A C9 DoyNrTIEL INIUMDEIA aka M 4 7r 4. , 1:ZSION .Ettp. Phone 30,E — 75 3 / ti 'Z actor or Owiilde TOTAL DUE Date Date Building Electrical Plumbing Engineering s t4. . d Sincerely, Bobby Dunphy Vice - President S OUTHERN ALUMINUM MANUFACTURING = SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM August 05, 1996 Building Official Dept. To Whom it May Concern: We are the Dade County Notice of Acceptance Holder for 20 Gauge Galv. Steel Storm Panels approved under product acceptance No. 95- 0713:02. This letter authorizes Gary Lee Morey, to use our 20 Gauge Galv. Steel Storm Panels approved under number 95- 0713.02 to be used at the following job: Jay & Marta Weaver 344 NE 102 St. Miami Shores, FL 1650 NW 23rd Avenue, • Ft. Lauderdale, Florida 33311 (954) 730-0102 • (800) 419-3463 • Fax (954) 730 -0743 -1) - (Please type or print clearly and prepare in duplicate. Hand deliver or mail to: ADF. COUNTY RECORDER, 44 West Fl.agler Street, 8th Floor, Miami, Florida 33130. fl fee for recording will be required. For additional information Call (305) 372_ 7777.) PERMIT NO. STATE OF FLORIDA: COUNT OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with chapter 713, rlorida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 2. Description of 6" door /9 ecc ,4,44Q t)OO 4 F24,c-e_ � Io c- 4 y .�� • 'H) (441,,,2awS w 11 1iiv� 6ti� y'�e 3. Owner (s) name and address: 3 4 .-vi_ to S /Lc,`# #-i .fh, €S .441 i . IN Lee /lo 4-v; c. �- Interest iii property: Name and P eesA of fee 4. Contractor's name and address: _ / • r 5. surety: (Payment bond required .by owner from contractor, if any) Name and address: _ ti /G(_, Amount of Bond: $ 6. Lender's name and address: 7. Persons within the State of rlorida designated by Owner upon whom notices or other documents may be served as provided by Secti 713.13 (1) (a) 7, Florida Statutes, Name and address: L= B. In addition to himself, owner designates the following person(s) to receive a copy of the Gienor's [`/ Notice as provided i,A Section 713.13 (1) (b), Florida Statutes. Name and address: 4 Expiration date of this Notice of Commencement: ?Ti iillaudi &2W� !h+ - ` records unle•: ;, ii different date is specified) t H BY CERTIFY that this is a true , copy o 7 otma n orj.lfilod in this office on 5ignatu = d' owner ?hint Owners Name AiQ r v2 .ippeared before me this day of • ?ersonally known notary Public ?rant Notary's Name 4y Commission Expires: TAX FOLIO NO. rovement: e5i G e. /l/ /A NOTICE OF COMMENCEMENT ARACELI MATUS • SILVA COMMISSION d CC 238426 EXPIRES: October 26, 1996 Banded Thru Notary Ptbtic Underwriters 99 96R379616 1996 AUG 22 14:44 ,A 0 19 h,nd and OfHiciol Seal. R K, of Circuit and County '•ou -tt U.C. / /yinC m i 6 hOl.pd L2,J C .■u -e sit '. This Document Prepared By: Name: X.D. �(, 's` " . /f/►E (02 S `3 . _p addr4 s s4 w6i20/96 THU 10:20 FAX 1800869'6696 METRO -DADE _c - SEASONSHIELD INC PRODUCT CONTROL NOTICE OF ACCEPTANCE Seasonshield, Inc. 355 Center Court Venice, FL 34292 Your application for Product Approval of Series 2001 Aluminum Single Hung Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, for listing see Section 8 of this Notice of Acceptance. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:95- 0321.05 Expires:07 /27/98 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375 -2901• FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 - 6339 aul Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:07 /27/95 [21007 ar -s Danger, Director Building Code Compliance Dept Metropolitan Dade County `06'20/96 THU 10:21 FAX 1800869'6696 SEASONSHIELD INC Seasonshield. Inc. ACCE}- ANCE No.: APPROVED : Pith 2 7 1995 JUL27 1998 EXPIRES 2008 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum single hung window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Mo.dslauignatigm Series "2001" Aluminum Single Hung Window 1.3 Sj 4' 5 -1/8" wide by 6' 4" high by 2" deep 1.4 Configuration O/X 1.5 rto. & Size of Panels: One active sash measuring 4' 3" wide by 3' 2" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Aluminum alloy 6063 -T6 2.2 f 2.2.1 Glazing Material; 3/16" thick annealed glass. 2.2.2 Glazing Method: The fixed and active sash are exterior glazed with an adhesive back - bedding and a snap -in aluminum glazing bead. 2 . 2 en' : Active panel: 50" wide by 34 1/2" high 2.3 2.3 elka,p____CnEnu c ti o nL- Sash members are not thermally broken. The sash is of single screw coped corner construction. The sash top rail is 3/4" deep by 1 1/2" face. 2.4 rr rue ' n: Frame members are not thermally broken. The frame is of double screw coped corner constructic,.1. Frame head is 2" deep x 11/16" face. The fixed meeting rail is 1- 11/16" high by 15/16" deep and fastened to the jambs at mid -span with one screw.. 2.5 Weatherstripping: A single strip of centerfin weatherstrip (0.260" high) is located at each jamb and the fixed meeting rail. A single strip of single -leaf vinyl weatherstrip is located at the bottom rail. 2.6 Jardwares The active sash is removable via a single block and tackle side load balance system located in each interior jamb track One metal sweep cam -type lock is located at 12 -1/4" from each end of the interior meeting rail. The keepers are secured . to fixed meeting rail at the lock positions. A rigid vinyl cap is fastened a the top of each interior jamb track. A rigid vinyl sash glide measuring 3/8" x 7/16" is snap -fitted in place 1 -3/4" from each end of each sash stile. 2.7 Weephole5: One (1) weep notch measuring 1 -1/2" x leg height is located at each end of the exterior vertical sill screen retainer leg. 2.8 Muntins: None 2.9 Reinforcement None 2.10 interior & EXteriot_,$urface Finish White painted aluminum. 2.11 Sealant: The frame and sash comers are sealed with a small joint sealant. Man i el Perez, P.E. 1 Plans Examiner II Prnrliirt Cnnt 06/20/96 THU 10:22 FAX 18008696696 Sealsonsbie1O. Inc. SEASONSHIELD INC ACC.EF ANCE No.: APPROVED : 'JU1 2 7 1995 EXPIRES rJUL 27 1998 E i o09 2 er : An insect screen measuring 4'2" wide by 3' 1 -1/2" high is of butt-type corner cons with nylon comer keys. The screen employed fiberglass mesh cloth with a hollow vinyl spline, two (2) pull tabs, two (2) retainer springs. P o (2) 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Units with dimensions smaller than those shown in Section 10 shall qualify under this approval. 3.3 For Design Pressure Rating see Section 7. 4. INSTALLATION: 4.1 Screws and Method achngent SILL : None HEADER: Double #8 x 1" FH Screws located 6" from corners and 21 1/4" o.c. JAMBS : Double #8 x 1" FH Screws located 6" from corners and 20 9/16" o.c. blift_pjeug ee to #11. age 3 4.2 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida ,Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own•Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of buildin . 6.1.3 Manufacturer's installation instructions. g Ma . el Perez, P.E. Plans 1=xami n ` 06120/96 THU 10:22 FAX 18008696696 Se 'o hi d c , 7. TESTS PERFORMED TEST AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.37 CFM/Fr) UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds WATER RESISTANCE (PSF) SFBC PA 202 -94 UNIFORM STATIC PRESSURE FULL TEST LOAI3 SFBC PA 202 -94 POSITIVE 30 Seconds UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 Design Pressure Rating (Positive) Design Pressure Rating (N egativ ) SEASONSHIELD INC ACCEPTANCJ No.: 25_-_032 APPROVED EXPIRES rjut 2 7 1995 'JUL 2 7 1998 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be r e permit applicant by the manufacturer or his distributors and shall be available for inspections at the ta the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement o opening in which it is to be installed. f the 6.4 t The installation of this unit will require a hurricane protective system. 0.31 CFM//F 1 +30.0 PSF • (NCTL -210 -1 427 -4) +9.10 PSF (NCTL -210 -1692) +45.0 PSF (NCTL - 210 - 1427 -4) -45.0 PSF (NCTL - 210 - 1427 -4) NCTL- 210 - 1427 -2 DESIGN LOADS +30.0 PSF +60.67 PSF +30.0 PSF -30.0 PSF +30.0 PSF -30.0 PSF 8. EVIDENCE SUBIVIITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202.94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test per PA 202 -94 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with installation diagram of an aluminum sliding glass door prepared by National Certified Testing Laboratories report No. NCTL-210-1692-1,2,3 (S) signed and sealed by Barry Portnoy, P.E.• report No. NCTL- 210- 1427 -2 d and report 1994 NCTL -2 10- 1427 -4( S) dated September 01, 1992 both signed and sealed by H. E. Y up upp, P.E. P 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. a 010 1 06/20/96 THU 10:23 FAX 18008696696 SEASONSHIELD INC Seasonshieldjnc. 9. COMPARATIVE ANALYSIS: SEASONSHIELD INCORPORATED GRAPH BY AL- FAR000 CORP. 1235 m Ln v 25 ACCEPTANCE No.: 25- 0321.05 APPROVED : LJUL 2 7 1995 EXPIRES : _'JUL 2 7 1998 + UI AN 30 35 40 45 WINDOW WIDTH - INCHES Su 97 AvE MTAMT 30s -26A -9100 50 S5 rff r M. . el Perez, P.E. Plans Examiner II Product Control Division on SERIES 2001 OH -c30 S2001 -3 SINGLE HUNG COMPARATxvE ANALYSIS BASED ON NCTL - 220- 1427 - 4 C1 /1) NCT4 -230 - 1692 (WATER) TEST SIZE . 53 •1/9 k 7 6 — -.O —4 5.0 PSF WATER LOADS s AS HATER TEST : . AG, Psi TESTED wITN 3/16 ANNEALED GLASS 'N =111 LZMTT POSITIVE cos LA TO 68.7 PSr OUE uATER TEST 11111L . 11 . 111 1111 IMIIIII WATER � • lialkS0- ..fla .111166. ► 1 06/20/96 THU 10:23 FAX 18008696696 SEASONSHIELD INC Seasonshieldjnc. 9. COMPARATIVE ANALYSIS: SEASONSHIELD INCORPORATED GRAPH BY AL- FAR000 CORP. 1235 m Ln v 25 ACCEPTANCE No.: 25- 0321.05 APPROVED : LJUL 2 7 1995 EXPIRES : _'JUL 2 7 1998 + UI AN 30 35 40 45 WINDOW WIDTH - INCHES Su 97 AvE MTAMT 30s -26A -9100 50 S5 rff r M. . el Perez, P.E. Plans Examiner II Product Control Division on :Q6/20/96 THU 10:23 FAX 1800869669.6 SEASONSHIELD INC Seasnizshield, Tnc 10. TYPICAL ELEVATION TIC ACCEPTANCA No.: 95- 032Q,5 APPROVED : rain 2 7 1995 EXPIRES : JUL 2 7 19 9 8 P F 1_ Mal - 1 Perez, P.E. Plans Examiner I1 Pr &1itcfCnntrnL n ; __ 0012 " 96/20/96 THU 10:24 FAX 18008690696 SEASONSHIELD INC / METRO 1. For multiple window installations, approved mullion drawings and calculations must be filed with Product Control. 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved." 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports Tess than our (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for terrriination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7. This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. S. Aluminum windows and sliding doors have been tested in accordance with ANSI /AAMA 101 -93 or for wood window unit by ANSI/NWWDA 1.5. 2 -93 and sliding doors ANSIMW\VDA I.S. 3 -S3 and swing doors ANSITNWWDA 1.5. 8 -SS. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. - 11. The spacing of fasteners shall be as tested or 24" whichever is Tess. f3 The first fastener shall be located a maximum of 6" from each corner and mullion or stile. Minimum penetration of fastener shall be as tested or 3/4" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report. minimum size of screws shall be No. S for first and second floor installation and No. 10 for all other floors above the first and second floors. METROPOLITAN DADE COUNTY. ,FLORIDA METRO-DADE FLAGLER BUILDING TAND • J • DITI S S • R . A D PR DU .TS 11 013 Raul Itodr'iguri Product Control ::tips Vial:' Seasonshicld, Inc. 355 Center Court Venice, Fl. 34292 APPROVED: Illr 3 1 1993 PR QDUCT CQ ROL NO TICE OF ACCEP ', ACE * *PLEASE NQTICE ** 6 d Wd ZO:t' 96627 'Had 9699698008 :191 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1503 (305) 376.2901 FAX (305) 375.2908 a . Your application for Product Approval of pries "300 ATW" Aluminum Awning Window (A -R30) under Chapter 8 of the Metropolitan Dade County governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by National Certified Te sting Labor7tories Test report No. NCTL, -210- 1488 -1 dated, Febma 10.1993 an' est report No N CTL -2 0- 1488 -2 by H ~ Eupp, P.E. dated Febru 0 1993 has been recommended by the Building Code Compliance Office to be used in the D y 1 ade County, Florida under the Specific Conditions set forth on pages 2 -2a and the Standard Conditions in page 3. ACCEPTANCE No.: 93-005.8 8 / r EXPIRES Y Gil Diamond, P.E. Feb. 28 997 Product Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDIJIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS E f1 DING CQ,DE MMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above, Charles Danger, P Director Building Code Compliance Dept. Metropolitan Dade County ,) a12 I HSNOS'SS : WOZ1d Seasonshield. Inc. DESCRIP1 ON OF U NIT MODEL DESIGNATION Series "300 ATW" Aluminum Awning Window OVERALL SIZE: 4' - 5 3/16" wide x 5' - 3" high CONFIGURATION; NOTICE OF ACCEPTANCE: lYg, & SIZE OF VENTS; A four vent aluminum awning window measuring 4'5- 3/16" wide by 5'3" high overall. The bottom vent measure 4'2 -7/8" wide by 1'3" high. The other vents measure 4'2 -7/8' wide by 1'2 -3/4" high. The vents are mounted to a egress sub -frame. The sub -frame is mounted to the main frame using a continuous vinyl hinge pop -rivet on 6" centers to the hinge jamb. WEATHERSTRIPPING: A single strip of bulb -vinyl weatherstrip located at the sub -frame vent perimeter, the top three (3) vents bottom rails, and the sub -frame top rail drip cap. A single strip of foam seal weatherstrip 3/16" x 3/8" located at the sub - frame perimeter. A single strip of foam seal weatherstrip 1/4" x 3/8' located at the main frame perimeter. GLAZE'tG MATER[ Double strength annealed glass GLAZING METHOD; All vents are exterior glazed with adhesive bedding and an aluminum glazing bead. WEEPHQkES: None REINFORCEMENT; None -2- OTd Wd zO:P 9661 'z '83d 9699698008 :l91 ACCEPTANCE No.: 93- 0415.8 APPROVED : ' 3 t 1 993 EXPIRES : Feb, 28, 1997 SPECIFIC CONDITIONS ASSIGNED 6CCEPT I E MARI)NGS AAMA 101 -88 (A -R30) Dade County Approval #93- 0415.8 Expires: February 28, 1997 Approved for installation up to 15 Ft, above grade. AUTIOI, Elevation must be reduced in the coastal construction zone Gil Diamond, P.C. Product Control Division S upervisor a12 I HSNOS"9S : woad Seasonshield, Inc. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS QPERATORS & LOCATIONS: One metal cam -type sweep lock located at 7 -1/2" from each end and at midspan of the sub -frame lock stile. The sweep lock keeper is the main frame keeper jamb. The vent corners are single interlocking tab coped corner constriction. The sub :frame corners are of double screw ( #10 x 3/4" pan head) coped corner construction. The main frame corners are of double screw ( #8 x 5/8" pan head) coped corner construction. One ATW crank mechanism, mounted to the bottom of the sub -frame stile with three screws operated a standard awning window slide bar hinge and locking system. One operator slot cover plate is fastened with two screws at the at the opposite stile employing operator. ADDITIONAL DESCIZIPT!QN: tB SEALANT: Frame corners are sealed with a small joint sealant. ACCEPTANCE No.: 93-0415.8 APPROVED :Qui _ 3 1 19,.93 EXPIRES : Feb. 28. 1997 SCREEN : An insect screen measuring 4'0 -3/16" wide by 49-7/16" high is of butt -type corner construction with nylon corner keys. The screen employed fiberglass mesh cloth with a hollow vinyl spline and two pull tabs. TESTS: " SCREWS AND METHOD OF ATTACHMENT INTERIOR WINDLOAD : 45.0 PSF SILL : None EXTERIOR WINDLOAD: 45,0 PSF HEADER : 3- #10 x 1 1/4 " PH CP SMS WATER RESISTANCE : 4.50 PSF JAMBS : 4- #10 x 1 1/4" PFI CP SMS all screws centered at approx. 6" from corners. AIR INFILTRATION : 0.33 CFM/FT FORCED ENTRY : NTCL- 210 - 1488 -2 APPROVED FOR ELEVATIONS W TO: 15 Ft. above existing grade valid until December 31 1993 when a design pressure rating of 30.0 p.s.1 shall apply. -2a- NOTE: Please see Note # 11, Page 3 This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Sub - section 2309.2 (b) of the South Florida Building Code. Gil Diamond, P.E. Product Control Division Supervisor / /, / / , 1 / . / ' // / / , • • 5 b r F b8 FASTENER LOCATIONS f - 1 The test specimen was mounted to the test buck using clayey) (tl ) ('!CGX/' %') screws located at location shown{. 1 TEST BUCK METRO -DADE COUNTY REQUIRED N.AT I ONAL CERTIFIED TESTING LABORATORIES JOB NO. : NCZ z J IIi 1 Z COMPANY: dIsitalaLa5(,/ials/ TEST DATE : 4 8 /q .METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Southern Aluminum Manufacturing 6500 N.W. 16 Street, Suite 1 Plantation FL 33315 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along will: Drawing No. 95 -333, Sheets 1 thru 6 of 6. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:95- 0713.02 (Revises No.: 94- 1024.08) Raul Rod 1 z Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires:08 /15/97 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 " PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:01 /11/96 -1- Director Building Code Compliance Dept. Metropolitan Dade County Southern Aluminum Mfg. ACCEPTANCE NO.: 95- 0713.02 APPROVED : JAN 1 1 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a 20 ga. steel storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1 The storm panels shall be constructed as indicated on approved drawings No. 95 -333, Sheet 1 of 4, using 20 ga. (min. thickness .035 "), galvanized steel ASTM A446 -93 Structural Grade D (Fy=50 ksi min.), Coating: Hot -Dip Zinc - Coated Galvanized ASTM A525, Reg. Spang. G90. 2.2 Panels are rolled formed, have a,ominal width of 12.00" and a total width of 13.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "U" header, a 2" x 2" x .093" angle, 2" x 2" x .093" studded angles, a 1/8" thick 2" x 5" angle. 2.4 Tested specimen: Dimensions: 38" wide x 102" long overall 49.75" wide x 68" long overall 49.75" wide x 101" long overall 49.75" wide x 136" long overall 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 11' -4" or 136" for wall, build -out and ceiling /inside mount to be installed only as outlined on Dwg. No. 95 -333, Sheets 1 thru 6 of 6. For Design Load vs. Panel Span, see Table 1 "Storm Panel Schedule" on Sheet 3 of 6, Dwg. No. 95 -333. 3.2 Minimum separation to existing glass to protect shall be as shown in Table 2 "Min. Separation from Glass Schedule" Sheet 3 of 6. Dwg. No. 95 -333. 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: 3.4.1 Panels greater than 33" in length shall be reinforced at midspan by either: a.) a 1" x 1" 16 ga. steel tube extending the whole width of shutter attached with 1/4 " -20 x 3 -1/2" bolts w /die cast alum. washered wing nut spaced at 12" o.c. or b.) 1/4 " -20 x 1" sidewalk bolts w /die cast alum. washered wing nut or jacknut spaced at 12" o.c., depending on the separation from glass required as shown on "Typical Elevations" Sheet 1 of 6 and Table 2 "Min. Separation from Glass Schedule" Sheet 3 of 6, Dwg. No. 95 -333. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 2 Li v• Man Perez, P.E. P Product Control Division Examiner II Southern Aluminum Mfg. • ACCEPTANCE NO.: 95- 0713.02 APPROVED • JAN 1 1 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.1 Wall Mount The panels are secured into an "h" header (Part 2) at the head; and using 1/4 " -20 x 3/4" machine bolts and washered wing nut spaced at 6" o.c. to an aluminum studded angle (Part 6) at the sill, • both of which are anchored to the wall, using tension anchors as shown on Section A "Wall Mount ", Dwg. No. 95 -333, Sheet 2 of 6, bearing the Dade County. Product Control approval stamp. 4.1.2 I3uildout Mount The panels are secured inside a top track "U" header (Part 3) at the head and fastened to the 2" x 2" .093" continuous studded aluminum angle (Part 6) at the sill, using 1/4 " -20 x 5/8" machine bolts w /washered wing nuts spaced at 6" o.c.; both header and sill are fastened the long leg of a 2" x 5" (max.) x 1/8" aluminum angle (Part 5) used to provide the buildout, using 1/4 " -20 Machine bolts and nuts spaced at not more than 1" o.c. At each fastener location, the angles are reinforced with a 2" x 4" x 1/8" x 4 -1/2" aluminum tube attached with a #14 SMS, both angles are then anchored to the wall as shown on Section C "Build -Out Mount ", Dwg. No. 95 -333, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Mount The panels are secured inside a top track "U" header (Part 3) at the head, which is anchored to the inside of the concrete lentil opening; and fastened to the 2" x 2" continuous studded aluminum angle (Part 6) at the sill, using 1/4 " -20 x 5/8" machine bolts w /washered wingnut spaced at 6" o.c., which is anchored to a concrete slab or bulkhead as shown on Section B "Ceiling/Inside Mount ", Dwg. No. 95 -333, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.4 Direct Mount The panels are secured directly to the wall at head and sill using the tension fasteners for direct mount only using size, spacing and edge distance as specified in "Anchor Schedule" embedded into concrete, masonry or wood, as shown on Section G "Direct Mount ", Dwg. No. 95 -333, Sheet 3 of 6, bearing the Dade County Product Control approval stamp. 4.1.5 Wall Mount on Wood Framing This installation is similar to the build -out & wall mount condition but anchored to a wooden substrate using the tension wood anchors as shown on Sections D and E, Dwg. No. 95 -333, Sheet 2 of 6, bearing the Dade County Product Control Approval Stamp. 4.1.6 Any combination of the above, 4.1.7 Additional Mounting Details The following special mounting conditions are also approved with the corresponding limitations noted in each section detail. Sections A thru G on Sheet 5 of 6, Sections A thru F on Sheet 6 of 6, Dwg. No. 95 -333, bearing the Dade County Product Control Approval Stamp. 4.2 Anchorage of the aluminum angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 95 -333, Sheet 1 through 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. -2a- Manu 1 Perez, P.E. Pla 4 xaminer I1 Product Control Division Southern Aluminum Mfg. ACCEPTANCE NO.: 95- 0713.02 APPROVED : JAPE 1 1 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Each opening or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking instructing owner or tenant to secure panels at lap joints with applicable reinforcing: 1" x 1" x 16 ga. steel tube and bolts OR 1/4 " -20 x 1" Sidewalk Bolts w /wingnuts or jacknuts, across the whole width of the opening during periods of Hurricane warning. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 -333, Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This approval revises Notice of Acceptance No. 94- 1024.08, dated 02/16/95. Manu z, P.E. Plans aminer 11 Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST (102" Span) . SFBC PA 201 -94 (w /reinf. bars & bolts) . SATISFACTORY HETI- 94 -312a Max. 1.80" YCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +94.0 PSF HETI- 94 -312a +72.3 PSF HETI- 94 -312a YCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE r -95.0 PSF HETI- 94 -312a -73.0 PSF HETI- 94 -312a LARGE MISSILE IMPACT TEST (103" Span) SFBC PA 201 -94 (w /reinf. bolts only) SATISFACTORY HETI- 95 -401a Max. 2.50" YCLIC WIND PRESSURE TEST FBC PA 203 -94 POSITIVE +93.0 PSF HETI- 95 -401a +71.5 PSF HETI- 95 -401a YCLIC WIND PRESSURE TEST FBC PA 203 -94 NEGATIVE -94.0 PSF HETI- 95 -401a -72.3 PSF HETI- 95 -401a UNIFORM STATIC AIR PRESSURE TEST FBC PA 202 -94 POSITIVE (102" Span) +108.0 PSF HETI -94 -317 +72.0 PSF HETI -94 -317 Max. 0.86" UNIFORM STATIC AIR PRESSURE TEST FBC PA 202 -94 NEGATIVE (102" Span) -108.0 PSF HETI -94 -317 -72.0 PSF HETI -94 -317 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (136" SPAN) SATISFACTORY CTC -95 -021 Max. 2.5" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (68" SPAN) -332.8 PSF CTC -95 -021 -222.0 PSF CTC-95-02 I UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (101" SPAN) -182.0 PSF CTC -95 -021 -121.0 PSF CTC -95 -021 UNIFORM STATIC AIR PRESSURE TEST FBC PA 202 -94 NEG. (136" SPAN) -93.0 PSF CTC -95 -021 -62.0 PSF CTC -95 -021 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (101" SPAN) SATISFACTORY CTC -95 -031 Max. 2.1875" YCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.6 PSF CTC -95 -031 +72.0 PSF CTC -95 -031 YCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -93.6 PSF CTC -95 -031 -72.0 PSF CTC -95 -031 DESIGN PRESSURE RATING For Design Load vs Panel Span, See Table 1 "Storm Panel Schedule" on Dwg. No. 95 -333, heet 3 of 6. ACCEPTANCE NO.: 95- 0713.02 APPROVED : JAN 1 1 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: - 2c - Mantel- Perez, P.E. P1 la x aminer II Product Control Division Southern Aluminum Mfg. ACCEPTANCE NO.: 95- 0713.02 APPROVED : JAW 1 1 1996 EXPIRES : August 15. 1997 8. EVIDENCE SUBMITTED 8.1 Tests: NOTICYA)F ACCEPTANCE: SPECIFIC CONDITIONS 8.1.1 Test report on Large Mis §tle Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -312a, dated September 23, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -317, dated September 27, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -401a, dated January 17, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Large Missile Impact and Uniform Static Air Pressure Test of "20 ga. steel" storm panels, prepared by Construction Testing Corp., Report No. CTC -95 -021, dated June 6, 1995, signed and sealed by Christopher Tyson, P.E. 8.1.5 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Construction Testing Corporation, Report No. CTC -95 -031, dated August 31, 1995, signed and sealed by Christopher Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 95 -333, Southern Aluminum Mfg., 20 gage, "Steel" Storm Panels, Sheets 1 thru 6 of 6, prepared by Knezevich & Associates, dated 6/09/95, with Revision No. 4 dated 12/19/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Inspection Report issued by RAUTARUUKKI OY, dated 12/31/94 with chemical composition and mechanical properties for G90 galvanized steel, ASTM A446 -93. 8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number 5FM-1307 dated 6/14/95 for CTC -95 -021 steel sample. 8.4 Calculations: 8.4.1 Anchor analysis dated 7/03/95, Pages 1 through 24, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.4.2 Anchorage Calculations for 12 additional details /conditions, Hurst Awning Co., Inc., dated 9/25/95, pages 1 through 37, prepared by Knezevich & Associates, Inc., signed by V.J. Knezevich, P.E. Manu LPerez, P.E. Plan lExaminer II Product Control Division Southern Aluminum Mfg, ACCEPTANCE NO.: 95- 0713.02 APPROVED : JAN 1 1 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE• TANDARD ONDITION 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(d) and this last page 3. Items 10. 11 & 12 listed below only apply to gazed products and door 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE -3- \,4 au,'" 'A Manu Perez, P.E. Plans kin iner 11 Product Control Division IMETROOAOE Stanley Door Systems 1225 E. Maple Troy, Acceptance No.:94- 0928.03 (supersedes No.: 94- 0714.04) Expires:08/31 /98 Approved: 11 /10/94 MI 48084 METROPCLITAN DAOE COUNTY FLORIOA METRO.DADE FLAGLER BUILDING BUILDING COOE COMPLIANCE DEPARTMENT SUITE 1603 METRO-0.40E FLAGLER BUILDING 140 WEST FLAGLEA STREET PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130.i5.3 (306) 375.2901 FAX (305) 37s.2s a Your application for Product Approval of: Series Sta -Tru Steel Cladding Foam Filled Swing Wood Door (Deadbolt Lock) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, Stanley Door Systems along with Miami Testing Laboratory, Inc. test report No. MTL 16201 dated: August 22, 1994 and test report No. MTL -16065 dated April 15, 1994 both signed and sealed by Ernest E. Mitchell, P.E. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance •Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. P. roduct Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. anger, Director Building Code Compliance Dept -1- Metropolitan Dade County 07322 (42 05) ,Stanley Door System DESCRIPTION OF UNIT MODEL DESIGNATION; • ►1 •► Series Sta -Tru; Steel Cladding with Flush or Embossed Paneled; Foam Filled Inswing or Outswing Entrance Door (Deadbolt Lock) ACCEPTANCE No.: 94- 097g_03 APPROVED : NOV 1 0 1994 EXPIRES : Ault 31. 1 998 ASSIGNED ACC .PT NCE MARKINGS Impact Test PA 201 -94 Cyclic Wind Pressure Test PA 203 -94 SFBC 3603.2 -76 Dade County Approval # 94- 0928.03 Expires: August 31, 1998 OVERALL SIZE; 37 3/8" wide by 81 1/2" high 6" deep CONFIGURATION : X No. & SIZE OF PANELS: One; 35 3/4" wide by 79" high 1 11/16" thick. WEATHERSTRIPPING: Vinyl compression weatherstrip on each jamb head. An applied dual vinyl durometer vinyl weatherstrip adapter under bottom of door panel consisting of a rigid base with three flexible flaps; one 0.4" long, one 0.48" long and one 0.60" long. One neoprene pad at bottom of hinge jamb, fabricated to fit frame. One 1 11/16" x 2" closed cell urethane foam/polyethylene jacket pad at bottom of lock jarnb OR single row of vinyl flap with magnetic strip in frame head and the left (lock stile) frame jamb. Single row of vinyl flap in right (jamb stile) frame jamb. An applied dual durometer vinyl weatherstrip adapter under bottom of door panel consisting of a rigid base with a double flexible flap toward the interior edge and a flexible bulb with a single flap at exterior edge. One neoprene pad at bottom of left frame jamb, fabricated to fit frame. One 5/8" by 1 1/2" long closed cell foam pad at bottom of right frame jamb. OPERATORS & LOCATIONS: One metallic throw bolt lock at panel lock stile, 40 1/4" from bottom, key operated on the exterior and turn knob at panel lock stile, 34 3/4" from bottom, key operated on the exterior and thumb turn knob on the interior. One slide bolt at the top and bottom of panel lock stile mounted to door with three #7 x 1 1/2" screws and 3/8" spacer on swing out doors with two #8 x 2" screws in slide bolt strikers. Three standard 4 x 4 butt hinges located at 8 1/8 ", 39 1/8 ", and 70 1/8" from bottom of door of hinge installed on the frame jamb with eight #9 x 5/8" long flat head screws and four #9 1/4" long flat head '' ws (Two in top hinge, one in center and one in the bottom). Dead t L ! i - r or equiv ent. -2. Gil Diamond, P.E. Product Control Division Supervisor Stanley Door System ACCEPTANCE No.: 94-0928.03 APPROVED EXPIRES • V - 2 a - . Nov 1 0 19 9 4 : August 31. 1998 WEEPHOLES; None MUNTINS: None FRAME CONSTRUCTION; Header and jambs are 4 9/16" Ponderosa Pine or equivalent. METAL SKIN THICKNESS; .018" steel skin. THRESHOLD; Extruded aluminum 1 1/4" height x 6" width with thermal break. JtEINFORCEMENT ;None ADDITIONAL DESCRIPTION: Equal leg type frame. Unit tested using an aluminum threshold with thermal break in the frame sill. Strike plate secured to frame using three No. 10 by 2 1 /2 "OR two #8 x 2" installation screws. The product markings are located on the hinge side of the door at mid height OR at midspan of frame sill. INSTALLATION OF JAMB AND STRIKE PLATES; Hinge side of jamb is installed with four #8 x 3" long screws at 6 1/8 ", 37 1/8 ", 68 1/8 ", and 76 1/8" from bottom. Lock side of jamb is installed with four #8 x 3" long screws at 2 1/4 ", 28 1/8 ", 53 1/4 ", and 79 1/4" from bottom. Slide latch strike plates installed with two #8 x 2" screws. Throw bolt strike plate installed with two #8 x 2" screws. Door latch strike plate installed with two #8 x 2" screws OR strike plate secured to frame using two No. 10 x 2 1/2" installation screws. SLAB CONSTRUCTION: Entry door 1- 11/16" thick. .018 steel skins. 1.219 width of wood on top and bottom rails and on latch stile. 2 -3/4" x 12.00" lockblock. .938 thick hinge stile. Skins fastened to stiles and-rails with neoprene base contact adhesive. Slab painted with grey or white primer (thermoset waterborne acrylic). Core is polyurethane fill. Gil Diamond, P Supervisor - Product Control Division TEST TEST LOAD DESIGN LOAD UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202.94 POSITIVE +80.0 PSF +53.33 PSF UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -105.0 PSF -70.0 PSF WATER RESISTANCE (PSF) ASTM E547/E331 6.50 PSF +43.3 PSF AIR INFILTRATION c 1.57 PSF ASTM E283 (<0.37 CFM/FT') 0.09 CFM/FT' • FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2 (b) MTL -16201 LARGE MISSILE IMPACT TEST SFBC PA 201.94 SATISFACTORY MTL -16201 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE 4-69.0 PSF +53.08 PSF CYCLIC WIND PRESSURE TEST . SFBC PA 203.94 NEGATIVE -91.0 PSF -70.00 PSF Design Pressure Rating (Positive) +43.3 PSF Design Pressure Rating (Negative) -70.0 PSF jNSTALLATION: $tint Door vitem • 1 SCREWS AND METHOD OF ATTACHMENT: SILL : None HEAD : None ACCEPTANCE No.: 94 -0928 03 APPROVED EXPIRES NOV 10 1994 : August 31_ l 998 JAMBS : #10 x 2 1/2" FH Wood screws at a max. of 6" from corners and 24" apart. OR # 8 x 2" FH Wood screws at a max. of 6" from corners and 24" apart. (4) #9 x 2 1/4" FH Wood screws at hinges. Nate: Please see note # 11 _ Page 3 A copy of this approval as well as manufacturer's installation instructions shall be provid . to the permit applicant by the manufacturer or his distributors and st tpe 'lable for ins at the jobsite at all time. -2b- Gil Diamond, P.E. Supervisor Product Control Division Stanley Door System TYPIC'AI. ELEVATION; 4•2 /4' T7/. T 24' TYP. 24' TYP. 24' TT *. 4.3/4' TYP. •2c- ACCEPTANCE No.: 94- 0928.03 APPROVED NOV 1 0 1994 EXPIRES • • •I •• DOWD G=P IC= 4=2. . 1 OD r This approval applies to single unit applications only, as shown above. 1/S N• % )' =RCVS !Oi IQl11I*G 00QA .WS (1•1/4' SECTION) TO 4.241MAL 0) (110'0. : August 31. 1998 Units with dimensions smaller than those shown above shall qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted only thru comparative analysis approved by this Department. Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" or equivalent fasteners. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. This revision supersedes Notice of Acceptance No. 94- 0714.04 dat ' . j , 1994. it Diamond, P.E. Supervisor Product Control Division NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS 1. For multiple window installations, approved mullion drawings and calculations must be filed with Product Control. 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. All units must be labeled. giving the manufacturer's name. Dade County Product Control Approval Number, aooroved elevation and date of expiration. 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisio; .s shall be grounds for re- evaluation. 7. This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. 8. Aluminum windows and sliding doors have been tested in accordance with ANSI/AAMA. 101 -83 or for wood window unit by ANSI/NWWDA I. 2 -37 and sliding doors ANSI/NNW/DA I.S. 3 -3 and swing doors ANSIINWWDA I.S. 3 -33. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever is less. R The first fastener shall be located a ma. of 6" from each corner and mullion or stile. Minimum penetration of fastener shall be as tested or 314" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test reoor minimum size of screws shall be No. 3 for first and second floor installations and No. 10 for all other floors above the first and second floors. Revised 5 ,„,u9 it Diamond, P.E roduct Control Division • Supervisor IMPORTANT IMPORTANTE Supplemental Installation Instructions for Stanley New Construction Entry Door Systems Refer to Stanley Door Systems Installation Instructions - Part No. 00824. FLUSH OR EMBOSSED - 4 -3/4" 24" T 24" 1 24" 4 -3/4" El suplemento para las instrucciones para instalar el sistema de la puerta de entrada de Stanley para la construccion nueva Favor de referir a las instrucciones para instalar Stanley Door Systems - niimero de la parte: 00824. USE #8 X 3' SCREWS FOR MOUNTING DOOR JAMB THROUGH THICK SECTION OF WOOD TO ROUGH OPENING. HAY QUE USAR LOS TORNILLOS DEL TAMANO DE 8 X 3' AL LADO ASPERA POR LA SECCIQN GRUESA DE LA MADERA PARA MONTAR EL MARCO DE LA PUERTA. t Las instrucciones para montar el marco de la puerta en el condado de Dade Dade County Door Frame Mounting Instructions In addition to the properly installed Hurricane Supplemental Hardware (Multi -Point Lockset or Slide Bolt Kit with approved Deadbolt and Lock Handle), the door system must be mounted to the rough opening follow- ing these exact screw locations to meet Dade County, FL approval. Follow the Stanley Door Systems New Construction Installation Instructions (Part No. 00824) while using these supplemental instructions for proper screw mounting locations. Failure to mount the door system at the exact loca- tions shown will result in an unapproved installation. ©1994 The Stanley Works Ademas del suplemento de la ferreteria (Multi -Point Lockset o Slide Bolt Kit con un tornillo grande y una asa para cerradura reconocidos) de Hurricane instalado correctamenta, se necesita que el sistema de la puer- ta monte sobre la entrada aspera con los tornillos en los lugares exactos para obtener el reconocimiento desde el contado de Dade en Florida. En seguiendo el suplemento para las instrucciones para montar los tornillos a los lugares exactos, hay que obedecer las instrucciones nuevas pars instalar el sistema de la puerta (numero de la parte: 00824). En caso que el sistema de la puerta este instalado en otro lugar que el exacto lugar ensenado arriba, la instalacion no seria reconocida. Part No. 07302 Printed in U.SA Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 1� / "' T ' 3 µi N1' 101 gT Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot 7 Block 3 Street and Number where work is to be done 3 t'f c{" A rc State work to be done and purpose of (by floors), state exterior colors (submit samples) and for no other purpose. New Building MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT l��Rwt Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements S m� Amount of Permit S 31 . Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to Remarks (Signed) Date r 0 1 a- t o 1. 19 No. 3 L - 4 - 4 — f Street / Subdivision / 4'/V W/ /1 5c2O / 3 624D 3 1 pJ STa -L-c A-T1 a •.1 (g The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement, and has c • h the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under t s permit; an. 11 post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees ploy only suc su contractors. on work to be performed under this permit, as are licensed by Miami Shores Village. STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared 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 foregoing application. and that he did sign the same. and that all facts therein by him stated are true. Zi Date tO %/1 Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida Permit No. Disapproved (Signed) ♦ vvvgr v v- Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. e t- Li- 1- c • 1 Lk-y B • ( S. 4 'ID. 4o STATE OF FLORIDA, 1 . COUNTY OF DADE. J SS. Application is hereby made for the npproyal of the detailed statement or Inc plans and specifications herewith submitted for the build • ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at budding during progress of the work. Owner's Name and Address .... BQ$...t�aFr� Name and address of licensed contractor // 3Z1) I3 siv ° MIAMI SHORES VILLAGE s BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT ZN 7 Date..._..._... MARCH �.� 8 _._._........ 83 No.3. &. 4.........._... Street - 1.0.2 _...... Registered Architect and /or Engineer r n•••nr•r.re » »er »e•e SE— � a QI ND.Z. r iCURI TI.. k171r. NDDISS.... 5.1: Q(L..ICI..11.......7.2...AVEJIT E,..._._..__ Location and legal description of lot to be built on: Lot 7 Block 38 Subdivision...MIAMI.._SHORES. Street and Number where work is to be done 344 N . E . 1 Q 2 ........_... STREET State work to be done and purpose of building (by floors)... ygE...PROPOSE T f Ul?eN• — B 3•�IS�' L� 3 3 PrwN.LNG COLON1: , t...SIX . Ee...WIND . QW2 . . and for no other purpose. New Building Remodeling X Addition Repairi No. of Stories • To be constructed of Kind of foundation R f vering nn Estimated Total cost of improvements $ 15b0._.Qa Amount of Permit �,....11LCL..._ Zone cubage required ........Plan Cubage Distance .to next nearest building. Size of Building Lot Maximum live load to be borne by each floor 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.. SECURIT.Y.. WIN.D.QWS. 5.1.O 1..N..W....72..JWENUE- MIAMI•, -FLA•. 33.166. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Leber 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 hips in the work to be performed under this permit; and will post or cause to be posted for inspection 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 work to be performed under this permit, as are licensed by Miami Shores Village. Rem:uks _ .._. —_ (Signed) gEr Before me, the undersigned authority, a notes* public, duly authorized to administer oaths and take acknowledgments, 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 foregoin • •Iication, and that he did gn the same, and that all facts stated therein by him are true.. a Permit No.....g.4.a- e.J ..U. Date.../1 . ..l •rn to and Su ri fore me. Disapproved • . �e .. IP a \L. \ ,, i 1 Notary Public, e t Ai ru6t1C' F� SIA s , - itt)R161A A7• teARRC�i (signed) .. uilding Inspector My Commission Expires ..... iVOL.0 UALUiC LYaif3AaX•ta-Pi pomp mu GENERAL- INS'. UNCERWRfI"HIS PLANNING BOARD DATE — Chairinan Member Member Member Member .. ... ......__....._..._._ ...._ Member ...._ Council Approved Date Disapproved Date NOTE: A charge of $l.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Owner's Name and Address Q...k4.4\ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Villa$c 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. Registered Architect and /or Engineer Name and address of licensed contractor — Location and legal description of lot to be built on: Lot Block Subdivision. ... . Street and Number where work is to be done 1. 4_4 N l d 2 State work to be done and purpose of building (by floors) ...1 VA+C -• 1 t`1 Wt1J . 00I.J ©PFi.N IN Nt •t� - 000 R- O Q(vN I tN k1,t14 pow 1 N G 7V) c2.42)(3 r — _..__ and for no other purpose. New Building Remodeling X Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ X00 . O 0 Amount of Permit $. Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor 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 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 of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. J ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 foregoing application, and that he did sign the same, and that all facts therein by him stated are z / 1 are true. j / Permit No..__._ / Q-. .. Date L - 7 c' Disapproved / � /gr' x -.- ' Date - (Signed) 1. Buildin : Inspector PLANNING BOARD Chairman \fcrriber Member .. Council Approved Member Member Member Date Disapproved NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re-inspection fee of 31.00 will be charged materials and /or workmanship. . No `34 4 ,..., street Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires . ..... .i -t. .. ff .DATE or changes to this application after approval to me well known, Date has been obtained From when such re- inspection is made necessary by improper notice for inspection or faulty