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1245 NE 96 StDate/c/ C Job Address a \ - A—X l W Tax 101 I. + 3 4 aD -- Folio( 1 9aa 0 3 O c . 1 bmS.S124 / Lessee / Tenant Jai+ —YY Z) Pa_ct/ T . 1 as er it # .%%" Owner's Address ((p l k i E 1,7 Phone C� :J � d Contracting Co. Address la 4S OE (os Legal Description PERMIT APPLICATION FOR MIAMI SHORES VILLAGE D urrts.. Qualifier SS# - - Phone State # Municipal # Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one UILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN C ORK DESCRIPTION C.- (OLJ�ddi5W LA I l.f'S1.{gQQ Square Ft. Estimated Cost(value) 4 1 0 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 work stated. authorize the above- arced ontractor to y r( Signal re of owner and /or Condo President Date: , • ••A 4, ./ / 4Y ._ Notary as to Owner an o ff• 4 ooPPVslidentlu;Y .:EA. My Commission Expires: 2 vo T5BARBARA ANN FUGAZZ: * * COMMISSION NUMBER � o CC360191 R MY COMMISSION EXP. ** * * * OF F�S� M. R. 2L1998 * , ......,.,...+w...t....... FEES: PERMIT 1 RADON C.C.F. APPROVED: Fire Zoning Buildin Mechanical Plumbing Competency # Ins.Co. Jr a J 1 + r /01/9/9V or Si Date: anh, Notary as to Co My Commission E * * * ture of Contractor o t �l f1/14 actor r Own A Builder Pi.Jat PVe OFFICIAL NOTARY SEAL 2 I. � � BARBARA ANN FUOAZZI (/) COMMISSION NUMBER d a *C C360091 * c<' p MY COMMISSION EXP. _I °F WD MAR. 29 1998 NOTARY / TOT Other Electrical Engineering Mi EIRO-DADE METROPOLITAN DADE COUNTY, FLORIDA = METRO.DADE FLAGLER BUILDING ACCEPTANCE No, : 93- 1222.03 EXPIRES : September 30. 1996 This application for Product Approval Compliance Department and approved under the conditions set forth above. APPROVED: JAN 2 ' 9 T d Wd hS:E b66T '6E'AON PRODUCT CONTROL NOTICE OF ACCEPTANCE Seasonshield, Incorporated 355 Center Court Venice, FL 34292 Your application for Product Approval of Series "2001" Single Hung Aluminum Prime Window (DH -055) powitsized 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 H E. Rung . P.E. along tivith National Certified Testing Lab 3$Qrie& rend No,: NCTL,- 210 - 1570 -1 dated: November 12, 1993 report No. NCTL -210. 1427 -2 (F . E dated: _ S Q1, 1992 has been recommended for acceptance by thc Building Code Compliance Office to be used in the Dade County, Florida under the Specific Conditions set forth on pages 2 -2b and the Standard Conditions on page 3 for Glazed Products. The Office of Code; Compliance reserves the right to require retesting of this system within thc first two years of the approval should any amendments to the South Florida Building Code be enacted affecting this component or roof system. AA PLEASE NOTE " BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 376.2901 FAX (305) 376.2908 Gil Diamond, P.E. Supervisor Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL, CONDITIONS BUILDING CODE COM.1ITI'EE has been reviewed by the Metropolitan Dade County Building Code by the Building Code Committ rte' a us Si3 n Dade County, Florida C lades Danger, P.E. Director Building Code Cotnpliancc Dept. Metropolitan Dade County 9699698008 : 121 Q I HSNOSti3S : Wald ' Seasonshield, Incornorated DESCRIPTION OF UNIT MODEL DESIGNATION: Series "2001" Single Hung Aluminum Prime Window GLASS: 3/16" thick annealed glass. d Wd PS:? '66ti '6Z '(ON 9699698008 : 181 ACCEPTANCE No. : 93- 1222.03, APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS . JAIL 2 4 1994 EXPIRES : S.eprnber 30 1996 ASSIGNED ACCL+'P MARK INGS AAMA 1302.5 (F.E.R.) ANSI /AAMA 101 -93 DH -055 Dade County Approval # 93- 1222.03 Expires: September 30, 1996 Approved for installation up to 100 ft. above grade. OVERALL SIZE: 4' 5 -1/8" wide by 5' 3 high CQNFIGURATIONI O/X CAUTION: Elevation must be reduced in the coastal construction zone. GENERAL: This is a one - over -one side load single hung aluminum prime window measuring 4' 5 -1/8" wide by 5'3" high overall. The active sash measured 4' 2 -7/8" wide by 2' 7 -3/4" high. Frame and sash members are not thermally broken. The active sash is reinovable via a single block and tackle side load balance system Located in each interior jamb track. One metal cam -type sweep lock is located at 6" from each end of the interior meeting rail. The keeper are extruded onto the fixed meeting rail at the lock position. A rigid vinyl cap is fastened at the top of the sash stiles. 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. An aluminum sash sill retainer leg is pop - riveted to the bottom of the bottom rail sash lift rail. The frame is of double screw coped corner constniction, The fixed meeting rail is fastened to the jambs at mid -span with one screw. One 51" long steel rectangular reinforcement bar measuring 3/8" x 5/16" is located in the fixed meeting rail hollow. GLAZING: The fixed lite and active sash are exterior glazed with an adhesive back - bedding and a snap -in aluminum glazing bead. WEATHERSTRIP: A single strip of center fin weatherstrip (0.260" high) is located at each jamb and the fixed meeting rail. A single strip of single -leaf vinyl eat}ierstrip is located at the bottom rail. Gil Diamond, P.E. Supervisor Product Control Division a12 I HSNOSh2S : WONd EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE 83.0 PSF INTERIOR WIND LOAD (PSF) ASTM E330 NEGATIVE 88.0 PSF WATER RESISTANCE (PSF) ASTM E331 (No Leakage) 9.10 PSF AIR INFILTRATION @ 1.57 PSF ASTM E283 (< 0.37 CFM/FT ) 0.31 CFM/h'1' FORCED - ENTRY RESISTANCE (F.E.R.) AAMA 1302.5 -76 NCTL -210- 1427 -2 Seasonshield, Incorporated ACCEPTANCE No.: 22103 NOTICE OF' ACCEPTANCE: SPECIFIc CONDITIONS WEEPIIOLES: One weep notch measuring 1 1/2" X leg height is located at each end of the exterior vertical sill screen retainer leg. INTERIOR & EXTERIOR SURFACE FINISH: White painted aluminum. SEALANT: The frame and sash corners are scaled with a small -joint sealant. SCREEN;, An insect screen measuring 4' 2 -7/8" wide by 2' 7 -1/4" high is of butt type corner construction with nylon corner keys. The screen employed fiberglass mesh cloth with a hollow vinyl spline, two pull tabs, two retainer springs. TESTS; 2a- �' d Nd SS2 SS: P66L '6F 'nON 9699698008 :la APPROVED : JAN 2 4 1994 EXPIRES : September 3Q 1996 RESULTS: Gil Diamond, P .E. Supervisor Product Control Division a181 HSNOSN3S : Wald • Seasons itield, Incorporated NOTICE OF ACCEPTA SPECI C CONDI'T'IONS SCREWS AND METHOD OF ATTACHMENT Sill : None Header : 3 #8 x 1 -1/4" FH SMS Jambs : 3 #8 x 1 -1/4" FH SMS ACCEPTANCE No.: 93- 1222.03 APPROVED JAN 2 4 1994 EXPIRES : September 30, 1996 Note; P1 ase see mole #11. Page 3 APPROVED FOR ELEVATIONS UP TO: 100 FT. Above Existing Grade valid until Mu 30. 1994 when a design =Awe rating of 55.3 p.s.f. shall apply 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. b d kid SS :E b661' '6Z 'f1ON 2b- Gil Diamond, P.E. Supervisor Product Control Division 9699698008 :181 Q13IHSNOSdBS : WOdd NOTICE OF ACCEPTANCE: STANDARD C ONDITIONSTOR GLAZED i'RODUC; i s 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. e labeled 4'viu • the 3. 1 uni • must A proval Number._.approved 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 provisions 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 ANSUAAMA. 101 -88 or for wood window unit by ANSI/NWWDA I.S. 2 -87 and sliding doors ANSU'NWWDA I.S. 3 -8 and swing doors ANSI NWWDA I.S. 8 -88. 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. I2 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 installations and No. 10 for all other floors above the first and second floors. J evised 5-20 -92 -3- S d Wd 9S2 66 T ' 6Z ' (ON 9699698008 :131 ma , acturer', ame Dade bounty Product Control it Diamond, P.E. roduct Control Division • Supervisor Q13 I HSNOSIBS : WOdd 1 1�C 3e,‘)‹ 4E; L 1- 32'x4S" 24x 48" tt ct r+ DATE AL - FAROOQ B CORPORATION �� ] 12.1_9 (} 'SHEET 1 SUBJECT 5C St) tJ� t � A. cal t, AT O ►.S S ; 'Z (Z4 5 N Mww r, t St-413 i 2 S��Y w t t to ASS E rI M- A M of Too o- A 4 Lo K= z 3 F 3 - 1 OO t - 13.•/ - /JSO O 6H-te)j t tS C 6o Nt. A A N. S L 4s s0 11 0W 1I. 'Zo E UAb losov _ + 5Z,Z ?SF L p�G SST' VV W = 3 \ x 48' C P 6 c_ r i Or W i t•i o (A) _ + > +52.2 t - ' S.F - 1 r t.cl > - ?I,2 ISf E J re92— I l,Tiz_a i tO eJ - ST 1)49b _ 7 S 1?S F 65 6.: 522) W ( bo ( A l ?Q S S j Q , 1 i�S > 8. r9 F .9w/ 8 199 4 1 235 S.W. 87th AVENUE • MIAMI, FLORIDA 331 74, TELEPHONE (305) 264-8100 AL - FAROOG CORPORATION SUBJECT S - 6 Aso ►.15t-+v i2 l L24 S 310 A tA cAi- l s ∎ IJ l - o Wb & - L • BY 76 DATE USE 1.0 51 Wbob QS $ ti.) vroo crG4S" 3 �! (0`r r - � ovto ST SO ST I t\ ki∎Jt O S GAZt !.)z S�ISZ t SHEET 1 235 S.W. 87th AVENUE • MIAMI, FLORIDA 331 74, TELEPHONE (305) 264-8100 SINGLE HUNG WINDOW COMPARATIVE ANALYSIS CUSTOMER : SEASONSHIELD SERIES 2001 S.H. WINDOW 7\7"\ C \ TESTED WINDOW NEW WINDOW TEST SIZE = 53.125 x 63 NEW SIZE = 36 x 48 LAB NUMBER = NCTL- 210 - 1570 -1 A2 = 4 FT ^2 P1 = 83 - EXTERIOR KD2 = 61.7064 = 88 - INTERIOR KF2 = 6.25 WTP= 9.10 PSF (WATER INFILTRATION TEST) Al = 8.1757 FT ^2 KD1= 62.4818 KF1= 6.3615 A) CHECK DEFLECTION. P2 = P1xA1xL1 ^2xKD2 /(A2xL2 ^2xKD1) = 364.8 PSF- EXTERIOR LOAD = 386.8 PSF - INTERIOR LOAD B) CHECK FIBERSTRESS. P2 = P1xA1xL1xKF2 /(A2xL2xKF1) = 246.0 PSF- EXTERIOR LOAD = 260.8 PSF - INTERIOR LOAD C) CHECK CONCENTRATED LOAD. P2 = P1xA1 /A2 = 169.6 PSF - EXTERIOR LOAD = 179.9 PSF - INTERIOR LOAD MAX. TEST LOAD FOR THIS WINDOW = 169.6 PSF - EXTERIOR = 179.9 PSF - INTERIOR MAX. DESIGN LOAD FOR THIS WINDOW = 113.1 PSF - EXTERIOR = 119.9 PSF - INTERIOR MAXIMUM MEAN ROOF ELEVATIONS AS PER ASCE 7 -88 SPEC. BASIC WIND SPEED : 110 MPH IMPORTANCE FACTOR : 1.05 TRIBUTARY AREA = 6 SO. FT. ZONE 4, ROOF SLOPE >10 DEG. = 42 FEET ZONE 5, ROOF SLOPE >10 DEG. = 42 FEET ZONE 4, ROOF SLOPE = <10 DEG. = 57 FEET ZONE 5, ROOF SLOPE =<10 DEG. = 57 FEET PREPARED BY AL- FAR000 CORPORATION 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 12 -07 -1994 C3) CUSTOMER: SEASONSHIELD PROJECT: RESIDENCE LOCATION: MIAMI SHORES CRITERIA AL - FAROOQ CORPORATION PAGE 1 1235 S.W. 87th AVENUE, FLORIDA 33174 TELEPHONE (305)264 -8100 WIND LOAD ANALYSIS DATE: 12 -07 -1994 FOR COMPONENTS AND CLADDING ASCE 7 -88 BASIC WIND SPEED: 110 MPH ALL EXPOSURES BUILDING MEAN ROOF HEIGHT: 25 FT ROOF SLOPE > 10 DEGREE IMPORTANCE FACTOR: 1.05 ALL ELEVATIONS TRIBUTARY AREA: 10 SQ. FT PRESSURE -PSF ZONE 4 ZONE 5 DESIGN + 52.2 - 55.4 + 52.2 - 71.2 TEST + 78.3 - 83.1 + 78.3 -106.8 WATER INFILTRATION + 7.8 (ALL ZONES) r-• Date g a'4 9 FEES: PEWIT 7 0 RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE p ' 3) .014-. ?6 t5 Job Address a O E Tax Folio Legal Descripti Historically Designated: Yes No w h X Po, Sc, Owner's Address I a ` et - � 93 9026 ert - , Master Permit # �`� 1 x- I lD S Phone �� Contracting Co.X (9 A 9vl 12)(/ Address Q SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION x lY 1a r 3 t k 1 r d O ,k 2..S d c O rS Square Ft. Estimated Cost (value S -00 °C' 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 ab ed contractor to do the work stated. eofCsn' , orO Signature of owner and/or Condo President Date Sign ' il :i Notary as to Owner and/or Condo President Date rotary as to i r r o ! ' er- Builder Date My Commission es: t3F' My Commission Expires: Y & rC[Oi 1: k S J T .NG Ak ' ,L, . fr ". ` ;NbtrA.7: :4'x1-01 i . :tAlfti. :cad1 1 VV -. "Vs SIONr.Y'' 2C:' ( C.C.F. / �� NOTARl'U Q BOND 2� TOTAL DUE ' 2 APPROVED: Zoning Mechanical Plumbing Engineering er- Builder i -s" 8 2' tact 9k Date ®4 moo 6 Electrical V METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Just - Rite/Douglas Lumber Company 13015 S.W. 85 Avenue Miami FL 33156 Your application for Product Approval of Series 1518 Out - Swinging Eighteen Lites (W/True Muntin) Wood Frech Door 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. 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- 0705.02 Expires:08 /04/99 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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: 08/04/95 -1- CONDITIONS BUILDING CODE COMMITTEE 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 Raul Rodriguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Just-Rite/Douglas Lumber Co, ACCEPTANCE No.: 95 0705.02 APPROVED AUG 0 4 1995 EXPIRES • AUG 0 4 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a wood swing door 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 Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series 1518 Out - Swinging Eighteen Lites (W/True Muntin)Wood French Door (Non- Egress) 1.3 Overall Size: 6' 0" wide by 8' 0" high by 5 1/4" deep 1.4 Configuration: XX 1.5 No. & Size of Panels: The active and inactive panels measure 3' 0" (36 ") wide by 8' 0" (96 ") high. 2. MATERIAL CHARACTERISTICS 2.1 Frame & Sash Material: Wood 2.2 Glazing: 2.2.1 Glazing Material: Eighteen vision lites, 1/8" thick tempered glass. 2.2.2 Glazing Method: Interior glazed using an adhesive bedding compound and wood glazing stops. 2.2.3 Daylight Opening: Eighteen 8 1/4" wide x 12 1/4" high openings (101 sq. in.) each, for a total of 1819 sq. in. or 12.63 sq. ft. 2.3 Door Leaf Construction: 2.3.1 Door thickness: The door leaf is 1 3/4" thick. 2.3.2 Face sheets: N/A • 2.3.3 Core Design: N/A 2.3.4 Construction: Stile and Rail wood construction. Stiles: 4 1/2" face x 1 3/4" thick; Top rails: 4 1/2" min. face x 1 3/4" thick. Bottom rails: 9 3/8" min. face x 1 3/4" thick. Stiles and Rails are of glued block and face veneer wood or solid (Douglas Fir) wood construction with "Ovolo" glazing rabbet. Corner construction: butted and attached: 2.3.4.1 At 4 1/2" rails to stiles: with minimum two (2) 5/8" diam. x 4 5/8" long wood dowels, 2 3/4" penetration into the rail. 2.3.4.2 At 6 1/2" and 9 1/8" rails to stile: with minimum three (3) 5/8" diam. x 4 5/8" long wood dowels, 2 3/4" penetration into the rail. Muntin bars or muntins: Are 1 1/4" face x 1 3/4" thick wood Ovolo bar, mortised together. As manufactured by Rouge Valley Sash & Door Co., Simpson Timber Co., or an approved equal with a current Product Approval. 2 Man • -1 Perez, P.E. Plans Examiner II Product Control Division 4 Just - Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 APPROVED EXPIRES -2a- AUG 0 4 1995 AUG 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.3.5 Astragal: J -R #300 Laminated (Tee) astragal with sleeves. Consists of a 1 1/4" x 1 3/4" clear grade Douglas Fir moulding kerfed 1 /8 ".x 5/16" for weatherstrip, attached to a 2 1/2" x 1" 9 -ply AB marine grade plywood with a 3/8" diam. schedule 40 steel pipe. sleeves 8 3/4" long, bored to clear the flush bolt, at each end of the astragal. Installed with glue, 7/16" x 2" staples at 15" o.c. and sixteen (16) #6 x 2" FHWS (four (4) at each side of pipe sleeve. Sealed to the inactive leaf at the inboard and outboard face. All astragal attachment fasteners are covered with wood putty. 2.3.7 Glazing moldings and stops: 3/8" high x 5/8" wide ovolo wood moulding all around Fastened to the door using 5/8" long x 3/16" wide crown gun- driven wire staples. 3 staples per stop. 2.3.8 Finish: Unfinished wood. To be sealed and finished at time of installation. 2.4 Frame Construction: 2.4.1 Type: The frame jambs and head are of 5 1/4" wide by 1 1/4" thick rabbeted (White Pine or better) fingerjoint wood sections, kerfed (1/8" x 3/8 ") for weatherstrip. 2.4.2 Material: Wood 2.4.3 Construction: Butted corner construction. The head/jamb corners are of butted corner construction and attached with three (2) 2" long x 3/4" wide gun- driven staples at each corner.. The jambs and threshold ends are coped to fit at the corners and also attached with two (2) 2" long x 3/4" wide gun- driven staples at each corner. 2.4.4 Reinforcements: 2.4.4.1 Head Plate: Consists of a 3/8" thick x 5 1/4" wide, 3 -ply BC grade plywood plate attached to the head with glue and 3/4" staples at 1 1/4" from edge with remainder at 8 3/4" o.c. and to the jamb with three (3) 3/4" staples per jamb. 2.4.5 Threshold: J -R #100 Wood and Aluminum "Moderate Climate" 5 3/4" wide x 1 3/4" high threshold. Consisting of a 1 3/4" x 3" Douglas Fir wood portion attached to a 2 1/2" wide x 1/4" high aluminum saddle threshold extending the whole width of the door. This threshold is attached to the floor slab as specified in Section 4.1.3 below. 2.4.6 Finish: Unfinished wood. To be sealed and finished at time of installation. 2.5 Weatherstrips: Qty.., Description 2.5.1 One A single strip of vinyl wrapped foam compression weather seal. J- shaped Q -Lon QDS -650 2.5.2 One "SiliconSeal" door gasket Pemko #S88 compression bulb. 1/2" wide x 1/4" thick, nominal 20 durometer, self- adhesive. Location Frame head, jambs, astragal and threshold. Top outside edge of each door and outside vertical edge of active door. M uel Perez, P.E. Plans Examiner II Product Control Division Just- Rite/Douglas Lumber Co, 2.5.3 One 2.5.4 One Set 2.6 Hardware: Q 2.6.1 Four (2 per leaf) 2.6.2 Four (2 per leaf) 2.6.3 One 2.6.4 One 2.6.5 Two 2.6.6 Two ACCEPTANCE No.: 95- 0705.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS A vinyl wrapped foam compression self - adhesive pile dust pad. 1" wide x 2" high x 3/16" thick Pemko model #345 AV Aluminum and vinyl rain -drip sweep, attached with #6 x 5/8" RHSMS at 6" o.c. Description 4" x 4" x .085" thick plated steel w /safety stud or non - removable pin mortise hinges. Hager model 1843 or Penrod #MH40AUAC attached with four #9 x 3/4" FHWS to the door and three #9 x 3/4" and one #9 x 2 1/2" FHWS to the frame. 4" x 4" x .085" thick plated steel regular mortise hinges. Hager model 1841 or Penrod #MH40AUWS attached with four #9 x 3/4" FHWS to the door and three #9 x 3/4" and one #9 x 2 1/2" FHWS to the frame. Passage lock or key lock w /spring latch. Schlage Lock Co. Model #F 1 ON or Kwikset Lock Co. Model #200E Single cylinder /thumbturn deadbolt lock Schlage Lock Co. Model #B 160N or Kwikset Lock Co. Model #660 Single surface / thumbturn deadbolt lock Schlage Lock Co. Model #B 180N or Kwikset Lock Co. Model #666 Concealed 12" extension flush bolts 1/2" diam. x 1 1/2" long steel with a 3/4" throw, attached to the actuating hardware by a 0.207" diam. rod threaded at both - 2b AUG 04 1995 AUG 0 4 1999 Lower end of jambs and astragal, adjacent to each door corner. Door bottom rail. To be installed after door is sealed and finished. Location Top hinge: 6 3/4" from top of doors. Bottom hinge: 84" from top of doors. (At each Active and Inactive leaf.) 2nd hinge: 31 3/4" from top of doors. 3rd hinge: 58 7/8" from top of doors. (At each Active and Inactive leaf.) Active leaf - at 36" from bottom of door. Active leaf - at 6" above passage lock. Active door leaf : one at 2 3/4" from top of door and one at 2 3/4" from bottom of door. Inactive leaf : (astragal) one at top of door and one at bottom of door. M. . -1 Perez, P.E. Plans Examiner II Product Control Division Just- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 2.6.7 Two 2.6.8 One 2.6.9 One 2.6.10 Two APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ends and passing through the pipe sleeve. Operating hardware is recessed with a flip -type actuator and attached with four #8 x 1" FHWS. Modified M.A.G. Lock Reinforcer (20 -PB) 0.029" thick brass. 'AUG 0 4 1995 AUG 0 4 1999 Active door leaf : one at each top and bottom surface deadbolt. Inactive door leaf - at passage lock Frame header - (above inactive door) at upper concealed flush bolt. Frame header: one at upper single - surface deadbolt. Inactive door leaf: one at single - cylinder deadbolt. There are no strikes at the bottoms of doors. The locks engage holes drilled into the aluminum threshold and the floor. Each leaf is fastened to the hinge jamb using four (4) butt hinges. Tested lock grade: Schlage locks are Grade II and Kwikset locks are Grade III. 2.7 Sealant: The frame intersections, ends of the threshold and all weatherstrip intersections must be caulked with Polyseamseal or DAP adhesive sealant during assembly. Strike 0.050" thick brass Strike 0.077" thick brass Strike assembly 0.062" thick brass surface strike with a concealed 0.120" thick plated steel reinforcement plate. 3. LIMITATIONS: 3.1 This approval applies to pair of doors and single door unit, with all components described in the active leaf of this approval, applications only, as shown in Section 10. 3.2 Units with dimensions equal to or smaller than those shown in Section 10 shall qualify under this approval. 3.3 Installation is limited by the Design Pressure Rating shown in Section 7 of this approval. 3.4 This door system does not comply with the means of egress requirements. 4. INSTALLATION: 4.1 $crews and Method of Attachment 4.1.1 Head: #10 x 2 1/2" CP FHWS at 6" from corners and max. 20" o.c. #10 x 2 1/2" CP FHWS, two (2) thru lock strike plate. (over active leaf) #8 x 2" CP FHWS two (2) thru exterior bolt strike plate.(over inactive leaf) 4.1.2 Jambs: #10 x 2 1/2" CP FHWS, at 16" from corners and max. 30" o.c. #9 x 2 1/2" CP FHWS, one (1) through each hinge. 2c M. uel Perez, P.E. Plans Examiner II Product Control Division Just - Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 APPROVED . ' AUG 0 4 1995 EXPIRES AUG 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.3 Sill: 4.1.3.1 Attach wood portion to floor with: #10 x 2 1/2" CP FHWS, one at centerline, one at 12" to each side of centerline and the rest at max. 10" o.c. 4.1.3.2 Attach aluminum portion to floor with: #10 x 1" CP FHWS, at 2" from corners and max. 10" o.c. #10 x 2 1/2" CP FHWS, one at 4 1/2" from each side of centerline. 4.2 Attachments of sub -bucks shall be designed by the Architect or 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 door system shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". It shall be located in a visible place inside the frame jamb. 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, issued by FLBMDA with the manufacturer's name or logo; city and state. 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 door, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.4 The Building Official shall ensure that the door and frame are properly sealed against moisture penetration. 6.5 The installation of this unit will require a hurricane protective system. 2d M. el Perez, P.E. Plans Examiner II Product Control Division TEST TEST LOAD DESIGN LOAD AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 ( <0.20 CFM/FT) - 0.00 CFM/FT CRL -6158 AIR INFILTRATION @ 6.24 PSF SFBC PA 202 -94 ( <0.37 CFM/FT) 0.11 CFM/FT CRL -6158 UNIFORM STATIC AIR PRESSURE @Design Load SFBC PA 202 -94 POSITIVE 75 mph (Non- Egress) +22.5 PSF CRL -6158 +22.5 PSF CRL -6158 UNIFORM STATIC AIR PRESSURE @Design Load SFBC PA 202 -94 NEGATIVE 75 mph (Non- Egress) -27.9 PSF CRL -6158 -27.9 PSF CRL -6158 WATER RESISTANCE (PSF) SFBC PA 202 -94 75 mph (Non- Egress) 3.38 PSF CRL -6158 +22.5 PSF CRL -6158 UNIFORM STATIC AIR PRESSURE @Design Load SFBC PA 202 -94 POSITIVE +48.3 PSF CRL -6158 +48.3 PSF CRL -6158 WATER RESISTANCE (PSF) SFBC PA 202 -94 — 7.24 PSF CRL -6158 +48.3 PSF CRL -6158 UNIFORM STATIC AIR PRESSURE @Full Test Load SFBC PA 202 -94 POSITIVE +72.4 PSF CRL -6158 +48.3 PSF CRL -6158 UNIFORM STATIC AIR PRESSURE @Full Test Load SFBC PA 202 -94 NEGATIVE -89.9 PSF CRL -6158 -59.9 PSF CRL -6158 FORCED -ENTRY RESISTANCE (FER) SFBC Section 3603.02 and SFBC PA 202 -94 SATISFACTORY CRL -6158 Design Pressure Rating (Positive) +48.3 PSF Design Pressure Rating (Negative) -59.9 PSF Just- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95 0705.02 PERFORMED APPROVED : AUG 0 4 1995 EXPIRES : AUG 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: This approval was based on testing performed by Florida Lumber and Building Material Dealers Association, Inc. (FLAMDA) and approved by the Product Control Section under approval number 95 -0001. 8.2 Drawing: 8.2.1 Manufacturer's parts and section drawings. 2e- Manuel Perez, ' . Plans Examiner II Product Control Division UNIT SIZES FOR SINGLE & PAIRS OF DOORS A -FRAME I' A - FRA C --i 8 -LEAF I 8 - EACH LEAF ... Z.1 ...111 • C C 0 SIZES MOST USED FOR SINGLE DOORS SIZES MOST USED FOR PAIRS OF 000RS UNIT SIZE A 8 C 0 GLASS SIZE UNIT SiZE A 8 C 0 GLASS SIZE 3 -0'X 6-6" 37 -3/4" 38' 31 -1/4" 80" 27'X 66" 6' -0'x 6-e" 75" 36" 61 -1/4" 80" 27'X•16" 7 -6 "X 6' -8 • 33-3;4* 32" 61-1/1 80' 231 66•' 5 -4"x 6' -8' 67' 32" 31-1/4" CO" 23'X 68' 7-6"X 6' -8" 31-3/4" 30" 81 -1/4" 80" 21';X 66" 5' -0 "X 6-8" 63' 30" 81 -1/4" 80' 2I "x 66" 7 -01 6 -8" 25 -3/4" 24" 81 -1/4" 80' .15 "X 66" 4' -0'X 6' -8" 51" 24" 61 -1/4" 80' 15 "X 66" 7 -0'X 7-0" 37 -3/4" 36" 85 -1/4" 84" 27'X 66" •-0'x 7-0" 75" 36' 85 -'/4" 84" 27'X 66" 7 -8 "X 7-0" 33 -3/4" 37' 85-1/4" 84" 231 66' 5' -4"X 7-0" 67" 32" 65-1 /4" e4" 23'X66" 7 -6'X 7 -0' 31 -3/4" 30' 85-1 84" 21'X 66" 5' -07 7' -0' 63" 30" 85-1 /4" 84" 21';X .46" 7 -01 7 -0' 25 -3/4" 24" 85 -1/4" 84" 15 "X 66" 4 7 -0' 51" 24" 85 -1/4" 84" 15"X 66" 3 -0•X 8' -0' 37 -3/4" 36' 97 -1/4" 96" 27'X 80' 6 -0'X 8' -0' 75" 36" 97 -1/4" 96' 27'X 80" 7 -8'X 8' -0' 33 -3/4" 32" 97 -1/4" 96" 23'X 80' S' -4"X 8' -0' 67" 37' 97 -1/4" 96" 23'X 80" 7 -6"X r -0" 31-3/4" 30' 97 -1/4" 96" 21 "X 80' 5' -01 b'-0" 63" 30' 97 -:/4" 96" 21 "X 80' 7 -07 8' -0' 25 -3/4" 24" 97 -1/4" 96" 15 "X 60" 4' -0'X 8' -0' 51" 24" 97 -1/4" 96' 15 "X 80' Just-Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 APPROVED : AUG 0 4 1995 EXPIRES : AUG 0 4 1999 10. TYPICAL ELEVATION: 10.1 Size Schedule: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: Not part of this approval. Needs to be submitted under a separate application for review and approval. -2f- M - 1 Perez, P.E. Plans Examiner II Product Control Division Just - Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 10.2 Models Included: uu 2132 7005 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS nn 2070 11110 2041 APPROVED EXPIRES -2g- 7077 IY.M 4040 AUG0 41995 AUG 0 4 19 9 9 1.4.• $ 4241 2031 Ma f el Perez, P.E. Plans Examiner II Product Control Division ]Just- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95 0705.02 10.3 Horizontal Cross Section: PAIRS 21 1 5t3 GLAZED DOORS 0650 WEATHERSTRIP. ' NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS TEMPERED SINGLE CYI. GLASS DEAD BOL1 LOCK TEMPERED GLASS . 0 APPROVED : AUG 0 4 1995 EXPIRES : AUG 0 4 1999 -2h- 1 5X2" WOOD SCREWS 8 AT EACH END 0650 WEATHERSTRIP J -R1200 OR ON T- ASTRAGAL EXTENSION FLUSH BOLT Ma . el Perez, P.E. Plans Examiner I1 Product Control Division - 1X P. T. BUCK TEMPERED GLASS Just- Rite/Douglas Lumber Co. ACCEPTANCE No.: 95- 0705.02 10.4 Vertical Cross Section: S88 WEATHERSTRIP 820 LOCK REINFORCER PAIRS 415118 GLAZED DOORS PLYWOOD NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS FRAM; -. 0E0128 WEATHERSTRIP SINGLE SURFACE DEAD BOLT TEMPERED GLASS 2X P.1. BUCK G2 ?ova SINGLE SURFACE DEAD BOLT WE /.THERSTRIP J -R ■100 THRESHOLD FLOOR APPROVED AUG 0 4 1995 EXPIRES : AUG 0 4 1999 - 2i TEMPERED CLASS Ma • -1 Perez, P.E. Plans Examiner II Product Control Division X20 LOCK REINFORCER +345 SWEEP METRO-DADE 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. 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 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 terniination, 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. 8. Aluminum windows and sliding doors have been tested in accordance with ANSI /AAMA 101 -93 or for wood window unit by ANSI/NWWDA I.S. 2 -93 and sliding doors ANSI/NWWDA 3 -88 and swing doors ANSI/NWWDA I.S. 8 -88. 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. The first fastener shall be located a maximum of 6" from each comer 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. 8 for first and second floor installation and No. 10 for all other floors above the first and second floors. /tcvixed 1 2/16/94 1):t1R )I ( ;v ILIUM M1S.W1!A(1 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING Raul Rodriguez Product Control Supervisor METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Just - Rite/Douglas Lumber Company 13015 S.W. 85 Avenue Miami FL 33156 Your application for Product Approval of: Series 1518 Out - Swinging Eighteen Lites (W/True Muntin) Wood Frech Door 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. 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.: 95-0705.02 Expires:08 /04/99 CONDITIONS BUILDING CODE COMMITTEE Approved: 08/04/95 -1- 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 Raul RodYiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Just- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 APPROVED EXPIRES 2 AUG 0 4 1995 AUG 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a wood swing door 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 Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series 1518 Out - Swinging Eighteen Lites (W/True Muntin)Wood French Door (Non- Egress) 1.3 Overall Size: 6' 0" wide by 8' 0" high by 5 1/4" deep 1.4 Configuration: XX 1.5 No. & Size of Panels: The active and inactive panels measure 3' 0" (36 ") wide by 8' 0" (96 ") high. 2. MATERIAL CHARACTERISTICS 2.1 Frame & Sash Material: Wood 2.2 Glazing: 2.2.1 Glazing Material: Eighteen vision lites, 1/8" thick tempered glass. 2.2.2 Glazing Method: Interior glazed using an adhesive bedding compound and wood glazing stops. 2.2.3 Daylight Opening: Eighteen 8 1/4" wide x 12 1/4" high openings (101 sq. in.) each, for a total of 1819 sq. in. or 12.63 sq. ft. 2.3 Door Leaf Construction: 2.3.1 Door thickness: The door leaf is 1 3/4" thick. 2.3.2 Face sheets: N/A 2.3.3 Core Design: N/A 2.3.4 Construction: Stile and Rail wood construction. Stiles: 4 1/2" face x 1 3/4" thick; Top rails: 4 1/2" min. face x 1 3/4" thick. Bottom rails: 9 3/8" min. face x 1 3/4" thick. Stiles and Rails are of glued block and face veneer wood or solid (Douglas Fir) wood construction with "Ovolo" glazing rabbet. Corner construction: butted and attached: 2.3.4.1 At 4 1/2" rails to stiles: with minimum two (2) 5/8" diam. x 4 5/8" long wood dowels, 2 3/4" penetration into the rail. 2.3.4.2 At 6 1/2" and 9 1/8" rails to stile: with minimum three (3) 5/8" diam. x 4 5/8" long wood dowels, 2 3/4" penetration into the rail. Muntin bars or muntins: Are 1 1/4" face x 1 3/4" thick wood Ovolo bar, mortised together. As manufactured by Rouge Valley Sash & Door Co., Simpson Timber Co., or an approved equal with a current Product Approval. Man. -1 Perez, P.E. Plans Examiner II Product Control Division Just - Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.3.5 Astragal: J -R #300 Laminated (Tee) astragal with sleeves. Consists of a 1 1/4" x 1 3/4" clear grade Douglas Fir moulding kerfed 1/8 ". x 5/16" for weatherstrip, attached to a 2 1/2" x 1" 9 -ply AB marine grade plywood with a 3/8" diam. schedule 40 steel pipe. sleeves 8 3/4" long, bored to clear the flush bolt, at each end of the astragal. Installed with glue, 7/16" x 2" staples at 15" o.c. and sixteen (16) #6 x 2" FHWS (four (4) at each side of pipe sleeve. Sealed to the inactive leaf at the inboard and outboard face. All astragal attachment fasteners are covered with wood putty. 2.3.7 Glazing moldings and stops: 3/8" high x 5/8" wide ovolo wood moulding all around Fastened to the door using 5/8" long x 3/16" wide crown gun- driven wire staples. 3 staples per stop. 2.3.8 Finish: Unfinished wood. To be sealed and finished at time of installation. 2.4 Frame Construction: 2.4.1 Type: The frame jambs and head are of 5 1/4" wide by 1 1/4" thick rabbeted (White Pine or better) fingerjoint wood sections, kerfed (1/8" x 3/8 ") for weatherstrip. 2.4.2 Material: Wood 2.4.3 Construction: Butted corner construction. The head/jamb comers are of butted corner construction and attached with three (2) 2" long x 3/4" wide gun -driven staples at each comer.. The jambs and threshold ends are coped to fit at the corners and also attached with two (2) 2" long x 3/4" wide gun- driven staples at each corner. 2.4.4 Reinforcements: 2.4.4.1 Head Plate: Consists of a 3/8" thick x 5 1/4" wide, 3 -ply BC grade plywood plate attached to the head with glue and 3/4" staples at 1 1/4" from edge with remainder at 8 3/4" o.c. and to the jamb with three (3) 3/4" staples per jamb. 2.4.5 Threshold: J -R #100 Wood and Aluminum "Moderate Climate" 5 3/4" wide x 1 3/4" high threshold. Consisting of a 1 3/4" x 3" Douglas Fir wood portion attached to a 2 1/2" wide x 1/4" high aluminum saddle threshold extending the whole width of the door. This threshold is attached to the floor slab as specified in Section 4.1.3 below. 2.4.6 Finish: Unfinished wood. To be sealed and finished at time of installation. 2.5 Weatherstrips: Qty, 2.5.1 One 2.5.2 One Description A single strip of vinyl wrapped foam compression weather seal. J- shaped Q -Lon QDS -650 "SiliconSeal" door gasket Pemko #S88 compression bulb. 1/2" wide x 1/4" thick, nominal 20 durometer, self- adhesive. 2a - : • AUG 0 4 1995 AUG 0 4 1999 Location Frame head, jambs, astragal and threshold. Top outside edge of each door and outside vertical edge of active door. M. uel Perez, P.E. Plans Examiner II Product Control Division Just-Rite/Douglas Lumber Co, 2.5.3 One 2.5.4 One Set 2.6 Hardware: 2.6.1 Four (2 per leaf) 2.6.2 Four (2 per leaf) 2.6.3 One 2.6.4 One 2.6.5 Two 2.6.6 Two ACCEPTANCE No.: 95- 0705.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS A vinyl wrapped foam compression self - adhesive pile dust pad. 1" wide x 2" high x 3/16" thick Pemko model #345 AV Aluminum and vinyl rain -drip sweep, attached with #6 x 5/8" RHSMS at 6" o.c. Description 4" x 4" x .085" thick plated steel w /safety stud or non - removable pin mortise hinges. Hager model 1843 or Penrod #MH40AUAC attached with four #9 x 3/4" FHWS to the door and three #9 x 3/4" and one #9 x 2 1/2" FHWS to the frame. 4" x 4" x .085" thick plated steel regular mortise hinges. Hager model 1841 or Penrod #MH40AUWS attached with four #9 x 3/4" FHWS to the door and three #9 x 3/4" and one #9 x 2 1/2" FHWS. to the frame. Passage lock or key lock w /spring latch. Schlage Lock Co. Model #F 1 ON or Kwikset Lock Co. Model #200E Single cylinder /thumbturn deadbolt lock Schlage Lock Co. Model #B 160N or Kwikset Lock Co. Model #660 Single surface /thumbturn deadbolt lock Schlage Lock Co. Model #B 180N or Kwikset Lock Co. Model #666 Concealed 12" extension flush bolts 1/2" diam. x 1 1/2" long steel with a 3/4" throw, attached to the actuating hardware by a 0.207" diam. rod threaded at both - 2b : AUG 0 4 1995 AUG 041999 Lower end of jambs and astragal, adjacent to each door corner. Door bottom rail. To be installed after door is sealed and finished. Location Top hinge: 6 3/4" from top of doors. Bottom hinge: 84" from top of doors. (At each Active and Inactive leaf.) 2nd hinge: 31 3/4" from top of doors. 3rd hinge: 58 7/8" from top of doors. (At each Active and Inactive leaf.) Active leaf - at 36" from bottom of door. Active leaf - at 6" above passage lock. Active door leaf : one at 2 3/4" from top of door and one at 2 3/4" from bottom of door. Inactive leaf : (astragal) one at top of door and one at bottom of door. Ma . 1 Perez, P.E. Plans Examiner II Product Control Division Just- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 2.6.7 Two 2.6.8 One 2.6.9 One 2.6.10 Two Strike 0.050" thick brass Strike 0.077" thick brass APPROVED EXPIRES 'M0 0 4 1995 AUG 0 4 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ends and passing through the pipe sleeve. Operating hardware is recessed with a flip -type actuator and attached with four #8 x 1" FHWS. Modified M.A.G. Lock Reinforcer (20 -PB) 0.029" thick brass. Active door leaf : one at each top and bottom surface deadbolt. Inactive door leaf - at passage lock Frame header - (above inactive door) at upper concealed flush bolt. Frame header: one at upper single - surface deadbolt. Inactive door leaf: one at single - cylinder deadbolt. There are no strikes at the bottoms of doors. The locks engage holes drilled into the aluminum threshold and the floor. Each leaf is fastened to the hinge jamb using four (4) butt hinges. Tested lock grade: Schlage locks are Grade II and Kwikset locks are Grade III. 2.7 Sealant: The frame intersections, ends of the threshold and all weatherstrip intersections must be caulked with Polyseamseal or DAP adhesive sealant during assembly. Strike assembly 0.062" thick brass surface strike with a concealed 0.120" thick plated steel reinforcement plate. 3. LIMITATIONS: 3.1 This approval applies to pair of doors and single door unit, with all components described in the active leaf of this approval, applications only, as shown in Section 10. 3.2 Units with dimensions equal to or smaller than those shown in Section 10 shall qualify under this approval. 3.3 Installation is limited by the Design Pressure Rating shown in Section 7 of this approval. 3.4 This door system does not comply with the means of egress requirements. 4. INSTALLATION: 4.1 Screws and Method of Attachment 4.1.1 Head: #10 x 2 1/2" CP FHWS at 6" from corners and max. 20" o.c. #10 x 2 1/2" CP FHWS, two (2) thru lock strike plate. (over active leaf) #8 x 2" CP FHWS two (2) thru exterior bolt strike plate.(over inactive leaf) 4.1.2 Jambs: #10 x 2 1/2" CP FHWS, at 16" from corners and max. 30" o.c. #9 x 2 1/2" CP FHWS, one (1) through each hinge. 2c - M. uel Perez, P.E. Plans Examiner II Product Control Division Just- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 APPROVED . AUG 0 4 1995 EXPIRES AUG 0 4 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.3 Sill: 4.1.3.1 Attach wood portion to floor with: #10 x 2 1/2" CP FHWS, one at centerline, one at 12" to each side of centerline and the rest at max. 10" o.c. 4.1.3.2 Attach aluminum portion to floor with: #10 x 1" CP FHWS, at 2" from corners and max. 10" o.c. #10 x 2 1/2" CP FHWS, one at 4 1/2" from each side of centerline. 4.2 Attachments of sub -bucks shall be designed by the Architect or 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 door system shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". It shall be located in a visible place inside the frame jamb. 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, issued by FLBMDA with the manufacturer's name or logo; city and state. 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 door, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.4 The Building Official shall ensure that the door and frame are properly sealed against moisture penetration. 6.5 The installation of this unit will require a hurricane protective system. -2d- M• el Perez, P.E. Plans Examiner II Product Control Division TEST TEST LOAD DESIGN LOAD AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 ( <0.20 CFM/FT) - 0.00 CFM/FT CRL -6158 AIR INFILTRATION @ 6.24 PSF SFBC PA 202 -94 ( <0.37 CFM/FT) 0.11 CFM/FT CRL -6158 UNIFORM STATIC AIR PRESSURE @Design Load SFBC PA 202 -94 POSITIVE 75 mph (Non- Egress) +22.5 PSF CRL -6158 +22.5 PSF CRL -6158 UNIFORM STATIC AIR PRESSURE @Design Load SFBC PA 202 -94 NEGATIVE 75 mph (Non- Egress) -27.9 PSF CRL -6158 -27.9 PSF CRL -6158 WATER RESISTANCE (PSF) SFBC PA 202 -94 75 mph (Non- Egress) 3.38 PSF CRL -6158 +22.5 PSF CRL -6158 UNIFORM STATIC AIR PRESSURE @Design Load SFBC PA 202 -94 POSITIVE +48.3 PSF CRL -6158 +48.3 PSF CRL -6158 WATER RESISTANCE (PSF) SFBC PA 202 -94 7.24 PSF CRL -6158 +48.3 PSF CRL -6158 UNIFORM STATIC AIR PRESSURE @Full Test Load SFBC PA 202 -94 POSITIVE +72.4 PSF CRL -6158 +48.3 PSF CRL -6158 UNIFORM STATIC AIR PRESSURE @Full Test Load SFBC PA 202 -94 NEGATIVE -89.9 PSF CRL -6158 -59.9 PSF CRL -6158 FORCED -ENTRY RESISTANCE (FER) SFBC Section 3603.02 and SFBC PA 202 -94 SATISFACTORY CRL -6158 Design Pressure Rating (Positive) +48.3 PSF Design Pressure Rating (Negative) -59.9 PSF .Just- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 7. TEST PERFORMED APPROVED : • AUG 0 4 1995 EXPIRES : AUG 0 4 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: This approval was based on testing performed by Florida Lumber and Building Material Dealers Association, Inc. (FLAMDA) and approved by the Product Control Section under approval number 95 -0001. 8.2 Drawing: 8.2.1 Manufacturer's parts and section drawings. - 2e- Manuel Perez, Plans Examiner II Product Control Division UNIT SIZES FOR SINGLE 8 PAIRS OF DOORS A -FRAME I' A - FRAME --� 8 -LEAF 8 - EACH LEAF 2 Yi • C D C D SIZES MOST USED FOR SINGLE DOORS SIZES MOST USED FOR PAIRS OF 000RS UNIT SIZE A 8 C 0 GLASS SIZE UNIT SIZE A B C D GLASS SIZE . 3 -C'X 6 -8" 37 -3/4" 36" 81 -1/4" 80' 27'X 66" 6' -C•X 6 -8" 75" 36" 81 -1/1' 60" 27'X - 66' 2 -6 "X 6' -8" 33 -3/4•' 32" 61 -: /4" 8U' 217 66'' 5 -4 "X 6' -8" 67' 32" 51 -1/4" CO" 23'X 65" 7 -6'X 6' -8" 31-3/4" 30" 81 -1/4" 87' 21';X 66" • 5' -0 "X 6 -8" 63' 30" eI -1/4" 8C' 21 ")( 66" 7 -07 5 -8" 25 -3/4" 24" 81 -1 /4" 80" •15"X 66" 1' -0"X 6' -6" 51" 24" 81 -1 /4" i 80" 15 "X 66" 3'-C7( 7 -0" 37 -3/4" 36" 85 -1/4" 84" 27 "X 66" 6' -01 7 -0" 75" 36 85 -:/1" 64" 27'X 66" 7 -8"X 7 -0" 33 -3/4" 37' 65-1/4" 84" 23'X 66" 5-4 "X 7-0" 67" 32" 65-1 /4" 84' 23'X66' 7-6"X 7 -0" 31 -3/4" 30' 85-1/4" 84" 21'X 66" 5' -07 7' -0' 63" 30" 85-1 /4" 84" 21"X .66" 7 -0'X 7 -C' 2S -3/4" 24" 85 -1/4" 84" 15"X 66" •-a'X 7 -0' 51" 21" 85 -1/1" 84" I5 "X 66" 3 -07 Ir -0' 37 -3/4" 3" 97 -1/4" 96" 27'X 80' 6 -0 "X 8' -0' 75" 36" 97 -1/4" 96" 27'X 80" 7 -8"X 8' •C' 33 -3/4" 32" 97 -1/4" 96" 23'X 8C' S-4 "X 8' -C' 67" 37' 97 -(/4" 96" 2.7'X 87' 7 -5'X 8' -0" 31 -3/4" 30' 97 - 1/4" 96" 21 "X 80' 5-0'X 8' -C' 63" 30' 97-: /4" 95' 21 "X 80' 7 -D 6 -0' 25 -3/4" 24" 97 -1/4" 96" 15 "X 87' 4' -C'X 8' -0' 51" 24" 97 -1/4" 96" 15'X 8C' Just-Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 10. TYPICAL ELEVATION: 10.1 Size Schedule: APPROVED : AUG 0 4 1995 EXPIRES : AUG 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: Not part of this approval. Needs to be submitted under a separate application for review and approval. -2f- // .. M•,• -1 Perez, P.E. Plans Examiner II Product Control Division Just-Rite/Douglas Lumber Co, ACCEPTANCE No.: 95 10.2 Models Included: Vita m ,.■•=.11 1 GIO 304$ APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 2g - T,.�,. .4q AUG • 0 4 1995 AUG 04 iggg ••••■ N 43 4 I Ma el Perez, P.E. Plans Examiner II Product Control Division ]Just- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95 0705.02 10.3 Horizontal Cross Section: 0650 WEATHERSTRIP. • TEMPERED GLASS . 0 1EMPERED SINGLE CYI. GLASS DEAD BOLT LOCK APPROVED : AUG 0 4 1995 EXPIRES : AUG 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS PAIRS u15t8 GLAZED DOORS 0650 WEATHERSTRIP - 2h - J-R'200 OR 000 1-ASTRAGAL '6X2' WOOD SCREWS B AT EACH END EXTENSION FLUSH 8011 — a( P.T. BUCK TEMPERED GLASS Ma • el Perez, P.E. Plans Examiner II Product Control Division Just- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 10.4 Vertical Cross Section: APPROVED AUG 0 4 1995 EXPIRES : • AUG 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS PAIRS a 1 511 8 GLAZED DOORS PLYWOOD oX 000 323 WEATHERSTRIP SWCLE SURFACE DEAD BOLT TEMPERED CLASS 1X P.1. BUCK S88 WEATHERSTRIP 120 LOCK REINFORCER Q ?ewe SINGLE SURFACE OEAO BOIL WE /.THERSTRIP J -R 1100 THRESHOLD FLOOR - 2i 1EAIPEREO GLASS r• Ma . -1 Perez, P.E. Plans Examiner II Product Control Division '20 LOCK REIN/ ORCER +345 SWEEP METRO-DADE METROPOLITAN DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING 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. 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 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 provisions 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 -93 or for wood window unit by ANSI/NWWDA I.S. 2 -93 and sliding doors ANSUNWWDA'I.S. 3 -88 and swing doors ANSI/NWWDA I.S. 8 -88. 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. g 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. 8 for first and second floor installation and No. 10 for all other floors above the first and second floors. /tct'i.xed 12/14/94 MPRUI X'A'11.U(hTNN1 N..W11'A('('.S.4A4 Raul Rodriguez Product Control Supervisor Date Legal Description Historically Designated: Yes No / Tenant l O CJ L (ScueLber Pennit # .0N r Phone (J & Job Address /lJt '[ f f)I %c9 S Owner's Address I J L K PE `7 lO S T PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Contracting Co. 6\C)A1 C _ Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor n C) n Z° Address n C n r Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIG ��ca WORK DESCRI TION add canvas nconinc 4 o -Pro() + horn 'sloe y) Sot n'l color CAS C K I 4 Q bun' n n T 1 rs -�Icx� f ` � Square Ft. Estimated Cost (value) 1 &O 3 00 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 -n ed contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner- Builder - Date My Commission Expires: My Comrr}ioion,gxpires: 3 /- 7 FEES: PERMIT RADON APPROVED: Zoning Building g Tax Folio 1 3 (9 Y G gnature of Contractor or Owner- Builder ,O ) 1 J . 4O /' � Electrical C.C.F. / NOTARY TOTAL DUE Date Mechanical Plumbing Engineering ' : ‘4 • ;. -- PATTERN Nu. CAM DR r4A'rfffq f \ ■ , ■ ,‘ ,..) .... ______________4_ i 'l`R FM: 1 SCALLOP :.7 rY LE : - . .) ' ,.... ,,.. • . . •-••••- - 4 .' ' - •••• ' 7r • if 1 ' • • 7557 NW 70TH STREET • MIAMI. FL 33166 TEL. 885-6455 • FAX 887-6091 SALES PERSON \ 'N I • \ I \ N. • I 1) ! • f • . i (-7)\,,r --- - , ' ■ ' --- --] ,• i. \ • .• • • r • 4. • EST . PR ICE : CONTRACT 1 rcE: TAX: DATE v) -4 TOTAL PRICE: " DEPOS I T RAI- CUE Oti COP41 TON • 0 GI 711 44. T.0 as, "4 ch. wt •44M9M natal. mf aCt••■•••■.. at . ...mat, • t . • *a• • lovtal fada..1.G.d tful.Of Mt ...red .. 0 1.1w - s • ten to On. ,44.40C 1. 1.. • . . • •• • 44 , 4i to, 91,4 .4: ,r• .4.1 •terdfar sea,. ; . = • St ,• .41.1 •or•Ln Van C.tautt 31 dyttort • 0.4 3 . 1 a • .114.144.4 4.4, 4 MA f von critc..t a. O •••• stv 4.14, .4 fp., 1.... /. •DR.1 ..:14s. • .41* • to a...t4dmIutl .4440.. 0 ..t.t•or .;••••ort a • a -a' • • dote .44e•ty. ■•• •4411.4- ,vd ..•• ••• to, tt• . .f.154tot *tall •••••LI %Ital. fat 411 vt. _ WOW 1.0 •IrGe the • cnC• tat tta "dee ••• "s. . 4•1114,• any 4ppott • t m4 de•Cors.4.1 end ...;reed that 411141}161440 4 Pat "41 • at a setts% 11 1. 44 ar ...rens Cr fa, •■*d 54 "•• •.• • • _wk CUSTOMER 1 GNATURE. 4 <„ 6 F 1 9 no ! .4 trxx e METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE El Sol Canvas Awnings Corporation 7557 N.W. 70 Street Miami FL 33166 Your application for Product Approval of: Canvas Awning 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 7 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 :::voke 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- 0511.03 Expires:08 /03/98 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 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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. CONDITIONS BUILDING CODE COMMITTEE Approved: 08 /03/95 -1- Director Building Code Compliance Dept. Metropolitan Dade County • PIPE- . 3iZE5 5- v - o '] ' o " ( 1 o' a Mom - • c \ K.% \ .!' /.4' 11/4. 2" T e v S S f D - , - ... . •� G 6.4. 1'' 1 /-i.• 1 ` 1 /as 1 '/' /.4 4 2. " j 1 � 8 Y rrg.T . arc 1 /z ' 1 / Z '>/4 1 11 5:7rT S1*FZ 1 3 ) 2 1/2 5/4' 1 11 ,reTlEtrai.O 2•0,,EGT•0.4- j /4F 3 /•ll i 1 1 1/4 h (M1Lf.) 1 Y2' 1o I/42' 11 ' , - 'o V2 .VT {END Fe1 -,-o r- c Note) a " ' 1 -. f 1 /2: 4 2 « ¶1i t51 r--► S 51 ZE 5 4 p . o.1EClTso - 5' -0' - 7.o' ID! O I( I5 1 -Oi Z.O• F t 6 L S 3/'4.1 , 1 I 11 1 1/Z 11 i •. a,l s s -op gAu'c t /1 `- • 1 /2." aho z/4. v six. 112.' '12." 3 /4 1 1 -1 4." 1301 . 1/2. • .1/2' 3/4! .: . -3/4' 1641, LM$.pt.1 . PPGcLIS CMT 3/•4 e - . . ..3/d. ". • -1 8.' • -1 144 h ( ), to.) 1Ii lo' /2.' 1 =3 - 1= io' /z PQVJ. 5- v � CO Co (Si-c5 1 Mom (elS 361S ISoo IG815 VEA 2 8 2 59 3 56 2 9 43 1 \1. 8 133 21433S52 l_i v mt, S ,787 1 125 1 f i87 t is 1 i (-G114 16 61 12Col z.42 1 r r 1 • • I : ; ANC1JORAGE NOTES: . . • 1. mit. TYPICAL ANCHORAGE . DEVICES SEE • : . ANCHORAGE SHiet L. BE DE §ItNL• D BY A _ • -•••.?tEGISTERED ENGINEER FOR TABULATED • • ' • FORCES ;AND SUBJECT TO .STRUCTURAL 3 'ATERIALS: I CONCREE; - STEEL .OR '4100D.- FRAMING STRUCTURES. •• - • . NO.1 • - • • • • EL SOL Canvas Awnings corp. r; 7557" H.1,1. - 70th. - St. • •Miami, FL. 73166 . _�.• ;SQUARE .- TUB/NC-ALLIED 50/55 - K /GATORSHIELD . iSubstitute . Sizes: . _ , -• . • - =- '1.For 3/8'$ - none t3 /4•sq. optional) - . .2.Tor : 1/2`0 use 3/4'sq. • 3.Tor- 3 /4`0:uae 1•sq.. . , • APPROVED- AS COMPLYING WIT}F THE 5.Tor 1 -1/4'1 use 1- 1 /2'sq. SOUTH. FLORIDA BUILDING CODE 6.Tor 1 -1/2'0 use 1- 3 /4'sq. 7.For. 2'¢ .use 2•sq. DAT •• I: sca sbs� t •no qrs.. __ l _ notes, - • - &tV;" 1c, AS A-LT Sch : :40 pipe shall comply with ASTM A - 53 Allied tube 50/55 w/"► - N -161995 shall co■rp1y : w /ASTM A-569' T CONTROL ++1fSION B+ !ICING •CODE CC!WLTANCE OFFICE ACCEPTANCE NO q5 - 0511 1 ) 3 BY PR Projection 5' -0" 7' -0" 10' -0" 15' -0" Rafters 3/4" 1 1/4" 1 1/2" 2" Front Truss 1" 1 1/4" 1 1/2" 2" Single Bar 1" 1 1/4" 1 1/12" 2" Top Bar 1/2" 1/2" 3/4" 3/4" Vertical Bar 1/2" 1/2" 3/4" 3/4" Bottom Bar 1/2" 1/2" 3/4" 3/4" Inter. Projec 3/4" 3/4" 1" 1 1/4" H. (Min.) 7 1/2" 10 1/2" 1' -3" 1'- 10.5" According to Prodact Control Sheet # 6.3 Ara te . Tubing Sizes 1 „ thAD Nvz.vynam 2 0 ' TrLsc.K o.4 PI pt Nf.IA ?“</Eeac_ %Aa- ILL iftluIG MMa' hoi6S W� &ter . si1iEL0 s-EL?L rE 11/2 .°74 Number of Awnings: Sizes: 2 — 3 = " 1 & 2 = z► 1 -5.4 1— 6 c o '' Ls. ' S UOTS ( SEM. 1 Gcy-CCRoL. Imb N 1 -1 General Notes: 1. All tubing to be allied 50/55 with gatorshield. 2. All welds to comply with A.P.E. code (latest edition). 3. Cover welded areas with resistance coating. 4. All frames are designed in accordance with South Florida Building Code Chapter 43. 5. Canvas must be removed in case of winds above 75 mph. 6. Frame, without canvas, will sustain 140 mph winds. 7. All connections to be fully welded. C o 411't4LtotL : E- S- co es C/A- S a pi t.) S cbR.)S_ (.4-s5 SCALE: DATE: 2,14( APPROVED BY: sb 000h : V24 S 1J L '1, e 4T DRAWN BY REVISED DRAWING NUMBER Y • Ttr/.Gic. (1 $ 1C,I 4_ 1 s y ) : S ' f 1 -.4-ew 4r 3/6' a 3' Joao' •151...0 Dot. 31t�x vrtE.D*C. Ia•+.i cyto . 05i • • S Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete DATA IL. . *2 - - ('Pr1o0AL GA.) r.,a•ri J V C n • Category Anchors.Fasteners Product Approval 4 Company Name 94- 1024.11 93- 0224.04 93- 0707.07 93- 1102.09 93- 1102.08 93- 1205.02 (92) 93- ]20S.04 (92) 93- 120S.03 (92) 93- 1105.01 (92) — friPG . 1/2' G. Tr2A GK Osj PIPE • . c U.S. Anchor Corporation Hilti, Inc. Hilo, Inc. The B.z lug Company, Inc. The Ra»plug Company, Inc. Wej -1t Fastening System Wcj -1t Fastening System _ Wej it Fastening System The Rawplug Company, Inc. • L p, C_, \id E XP, S t-+ V\1 f•JCH • PRODUCT CONTROL SY BM Approved Products Report Various Anchors : . • Prodaet Description Hilti Kwilt Bolt II Hil HVA Adhesive Anchor • Masonry Anchors and Mechanical Fasteners • Four types of Rawl anchors ! (G' 1%-( I 1.416.7U 1.c Nlo r� • u sE _�_C_1 N Lit::_ Wej -It Drop -in Anchor _ _ _ Wej -It Sleeve Anchor • Wej It Ankr -Tile Stud Anchors Foil-Fast Epoxy Injection Gel and Chem -Stud Adhesive Expiration Date 02/16 ;'9S 01/30/97 05/09/97 01/10:97 01/09/98 04/22/96 04/28/96 04/22196 09/13/96- GENERAL NOTES . • 1. All tubing to be ALLIED 50/55 Otte Occtcreh:.c14® A21 pips to be A.SA Schedule 40, galva ized.• 2. All veldt to coc.;.ly with A.t?.S. colc(lttest. s:itleZ) 3. Cover weld areal with corrosion reeistance.•oosti.Ag. 4. All traste are designed in rd4 cs with the . telloving Codes.(latsst sdltiol). ••; a. South ticrida Eu ,/ding Coat .' Chapter 43 b. Southern Standard Building Code. C2.a.pter ;. 12 P.B.C. aasaaaded to wind,tor'oes. c. City of Pala beach ordinance modification to s rtanr-ar4 Cods ♦cotton ?201.3j4)(d),.� • • - - 5. Canvas awnings suet D. r_sa3YSd during • posiods ot;?Cigh winds; those above tall gals Irma' of 75 X,P K.• . . •- • 6.. Traces without canesi rill. .a k:6141 140 K.P.t{. tritsda.. . 7. All connections to ba tally 1rsldsd (U.X.O,1 • 8. Fraces without covers designed as per ASCE 7- 88;exp D 9. All traces have been designed using rational analysis t_11:>E1_ et c or co,acQ.FC c P.uoAS — R5 i.►.i2ab �'H'1 — moo Owl wa c `• JUN 81a95 APPROVED AS COMPLYING 'AIITH THE SOUTH FLORIDA BUILD! ` CODE DAT 2a T4I BY °DUCT CONTROL , V:SION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N O ? 5 ' -( / /. C FABRIC AVVh FRAME 'EL SOL Canvas Awnings COQ' • 7557 N.W. 70th. St. :•= '= Miami, FL. 33166 ?l; 7 - _ - -- ANGELO J.G. TIBERY Prorossronar En g fnber 1231 Si: Eth Court . DesrliEld Esach. FL 33441 (305) 426 - 5188 lZ� P. ►i.. a Arc itect tion e / Tenants s C CI 'C-k , cM Lch Q� Master Permit # J ss � � 4C lU � _ � � e- Phone -) cc C .6e-rr)' a ) J1 l nlY1C Address I J 1 L70fi•J r r " C SS# - - Phone 7 , 1 1 - 4 7 63, Municipal # Competency ngineer Bonding Company Mortgagor Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ,ROOFING PAVING FENCE SIGN WORK DESCRIPTION ReP CCU Ye0 Ci_)--01) Co-/&"A1) Square Ft. 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 accurate and that all work will be done in compliance w h all applicable laws regulatin onst ucti horize the aboveame• c• tracto to do the work = ated • i Sig'ature of owner a Date: S GiS o/ Notary as to Owner a rain' o'�id My Commission Expire . o� , F Y SEAL SCOTT W DAVIS „ „s► ` + H( *. COMMISSION NUMBER �, 41v: �• CC255237 ** * * * *F nk �y P.I? 6OMMIS39N EXP OF 0.0 O iA. 261997 1.rJ FEES: PERMIT 37 - 5 ° RADON APPROVED: Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address or Condo Presid 0,4S L94- Mechanical Estimated Cost(value) 11 i Plumbing 40 00424 Address Address Address ignature of Contractor or Owner- Builder Date: (f «ff Notary as to My / Commission * * * Tax Folio Ins.Co. and zoning. urthermore, I ntv eo� Vfl fnel t 1Yii Otlr �' . • DAVIS 1 * COMMISSION NUMBER • a.'III '. Q CC255237 c.'. MY COMMISSION EXP. * F' JAIJ. 26,*997 I* 1 C.C.F. 1.00 NOTARY 5.00 TOTAL DUE 4 3 . 0 Other Electrical Engineering Or) We hereby submit specifications and estimates for: AA A . PROPOSAL amain AWNING CENTER. 7180 N.E. 2nd Avenue • Miami, FI. 33138 Phone 751.4963 • FAX 758 -0765 y sc Ctr\ •F ter` e S , it \ 2,% W X 2-16 2 t I . t► ")1 1� L: C, " , 3 Z X INVOICE NO. 14512 DATE: 5l 1 NAME: , Ccr I ss LQ ' C JOB NAME: STREET: / 2` .0 / 7‘ S "/ STREET: CITY: A [A STATE: CITY: STATE: ► h M A st-Q. 2 - 3 c.V -r We Specia &ije in euatcn Work to ?lour Speci/icatiand Above Merchandise Remains The Property of Germain Canvas & Awning Co. Until Paid In Full We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: ella ($ l 1 ( l ' 50 ) with payment to be made as follows: Date Signature 11 o All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alter- ation or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workmen's Compensation Insurance. NOTE: This proposal may be with- drawn by us if not accepted within days Authorized Signature Arrrttlattrr of Prnpnsul The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized do the work as specified- Payment will be made as outlined above. ArrePtea: Signature Mode SoeecioI• ,MCP• - Patented 228 11 l' 7. o n 3_' c 1 1 r)) n 9 S -r2 M- c-, s�n o Fe-e v a s a 4-T f U e c s e -r 3 A It ^ a f C� .e r - 7. ° —� '7- 0 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date f/ �/ Job Address / ��C�L Tax Pol / / ,3�0 6 / v 7 2 1 ��► . ( o� 9 4et' l Legal Description ( ✓ Owner / Lessee / Tenant N Yld e{ 4SLJUSbl Master Permit # Owner's Address /c( Phone Contracting Co. a yttA,/ Address Qualifier SS# - - Phone State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one) BUILDING ELECTRICAL ' PLUMBING / MECHANICAL ROOFING PAVING PENCE SIGN WORK DESCRIPTION C af)C1 jai W l r o S S v Square Pt. Estimated Cost(value) 'fre ' O U 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,crRns and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and /or Condo President Date: Notary as to Owner and /or Condo President My Commission Expires: NOTARY 9f Contractor or OwnerBiilder Date: #/t lotar • as to C t Ei:!'I f/ My Commission er,- .'. •' No CC197545 ** * * ) * * * * * * * FEES: PERMIT to 5 RADON C.C.F. APPROVED: Fire � �i Zoning Buildin_,i�� lL Electrical' Mechanical Plumbing Engineering fi eta jOwnerr,Bil irDde ** Y TOTAL DUE b Other r P ro uc4- t-ckg VG GI .� VI1011 MkTROPOLITAN DADE COUNTY. FLORIDA METROOADE Chairman &pram S. Nfrrshaw. I lce•C7iainnan HA. Lauver .Wembers Ronald Agrr James Arias George Berlin Thomas M. Black Lawrence A. & mo d Ted Brick Oscar Brennan John Calpini Eduardo Camel Jorge de la Torrlenre ff. Carlton Decker Arnold Goldman Richard M. Horton Daniel Lewes John Lindstrom Shaun Lowe Joseph Mokher. Sr. James Power William Riley Armando M. Rio Thomas Uuerback Alfred N$isbrod Rud,v Wiiiarns Board Consultant John Pistorino staff Charles Danger Sands Niinreb Gil Diamond ILL IVU. (305) 375 =2610 PRlln T CJ )NTRQL NOTICE OF ACCEPTANCE Seasonshield Inc. 355 Center Court Venice, F1. 34292. Your application for Product Approval of Series "2001" Single Hun_q„A umi_num Pr nle window DH -C30 under Section! 203 and •204 cf the South Florida Building 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 witt1 Nation 1 er ified Tenting abora Dries _. = dates! 9 -11 -92 has been accepted by Product Control under the Specific Conditions set forth on pages 2 -2a and the Standard Conditions on Page 3 for Glazed Products ACCEPTANCE No.: 92-1006.2 APPROVED : Nov, 9. 1992 EXPIRES : Sept. 30. 1996 APPROVED: rloyemer 9. 1992 -1- * *pTgASE HQTE ** GENERAL CONDITIONS HUB 1J yJ 15 U5 NO .U2U IF rewq METRO -DADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 111 N.W. 1st STREET MIAMI. FLORIDA 33128.1974 (305) 375 -2981 1. Gil D amond, P.E. Product Control Division Supervisor ; l t a • BOARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Boaru of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. C Wiles Danger, P.E. Secretary Metropolitan Dade County Board of Rules and Appeals $esolishield TEL No. fieasi�Xlshie1d,III� DESCRIPTIO4 OF UNIT MOB DEIGN TION Series "2001" Single Hung Aluminum Prime Window OVERALL SIZE: NOTICE OF ACCEPTANCE: Aug 13,93 15:05 No .020 P.03 ACCEPTANCE No.: _9Z 1005.2 APPROVED EXPIRES : Noy. 9 Sept. 30. 1996 SPECIFIC CONDITIONS ASSIGNED ACCEPTANCE mARXINGS AAMA 101 -88 (DH -C30) Dade County Approval #92- 1006'2 Expires: September 30, 19961 Approved for installation up hto 15. ft above grade. CAUTION: Elevation must be reduced in 4' - 5 1 /8" by 6' - 4" high the coastal construction zone No. & -SIZE or VENTS: One fixed and one active measuring 4' - 3" by 3' -2" high. GENERAL: Frame and sash members are not thermally broken. The active sash is removable via a single block and tackle side load balance system located in each intm �. ; .:* Lra= - One metal cam -type sweep lock is located at 12 1/4" from each end of the interior meeting rail. The keepers are extruded onto fixed meeting rail at the lock positions. A rigid vinyl cap is fastened at the top of the sash stiles. A rigid vinyl stop is snap - fitted at 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. An aluminum sash sill retainer leg is pop - riveted to the bottom of the bottom rail sash lift rail. The frame is of double screw coped corner construction. The sash is of single screw coped corner construction. The fixed meeting rail is fastened to the jambs at mid -span with one screw. (:LAS NG MATERIALi The fixed lite and active sash are exterior glazed using 3/16" thick annealed glass with an adhesive back - bedding and a snap -in aluminum glazing bead. nA2HERSTRIPPINC: A single strip of center fin 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. it Diamond, P.E. Product Control Division Supervisor • • • :A • • � AIR INFILTRATION : 0.27 cfm /ft. FORCED ENTRY : NCTL- 210 - 0174 -2 ACCEPTANCE No.: 92- 0310.2 APPROVED EXPIRES Sept. 14. 1992 March 26, ,1994 JEEPS : One weep notch measuring 1 1/4" x leg height is located at each end of the exterior vertical sill screen retainer leg. INTERIOR & EXTERIOR SURFACE Flmus Mill finish SEALANT: Frame corners are sealed with a small joint sealant. SCREE* An insect screen measuring 3' - 6 3 /16" wide by 2' - 5 1/2" high is of mitered type corner construction with aluminum corner keys. The screen employs fiberglass mesh cloth with a hollow vinyl spline, two pull tabs, two retainer springs. TEATS: SCREWS AND METHOD QF ATTACHMENT INTERIOR WINDLOAD: 54.4 p.s.f. SILL : EXTERIOR WINDLOAD: 54.4 p.s.f. HEADER: 2 *10 x 1" P.H. S.M.S. WATER RESISTANCE s 5.44 p.s.f. JAMBS : 3 *10 x 1" P.H. S.M.S. E: plea @e seq Note #] . Page 3. APPS VED FjR EL$V `IONS JIP TO: 25. feet abpve zisting grade 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. % fit Gil Diamond, P.E. Product Control Division Supervisor - Seasonseld �" r •� �� TEL No r • • • S. �tl unites mU�laiiyle�ivirig_li � ...a •y,l At�utovnl Numb 4. Extension of Acceptance and the supporting dntn, evaluated. 5. Any revision or change in materials, automatically be cnuse for termination, or change. Any unsatisfactory performance of this product or a be grounds for re- evaluation. This acceptance shall not be used as an advertising purposes. -3- unless prior approval REVISE') 5-20 -92 CS„eEPTh1WE+ ST DA r. ��-- -- X. roe multiple window iustttllativns, approved mullion drawings at al calculations must be filed with Product Control. 2. '11tis neceptnncc will clunlify smaller units of the same design and unit tested. Rug 13,93 15:05 No .020 P.05 tnnterinls as the may be considered after a new application has been filed Itne been �- for test reports less thnn four (4) yens old, use or manufacture for c is s granted revision change in Code provisions shall • product sales or 6. 7. 8. Aluminum windows mid gliding . doors have been S tested in I.S. tt ANSI /AAMA 101-88 and sliding doors ANSI /NWWVA ItS for swing l doors ANS1:/NWWDS I.S. 8 -88. 8. 1 doors shall be tested for positive and negative wind pressures as per endorsement of any Swing ng Chapter 23 of the South Florida Building Code. to Security and Forced 1;n try nnd doors shrill conform 10. Prevention, for nit`"36`l windows the South Florida Building Code. 1'teventiun, Chal er 11. The spacing of fasteners shall be as tested or 24" whichever is less. " rich s,;itrt►er mid mullion l — � ' � .t e1131U be .l'w 1 `�c�-••n m - a t 4" whichever is or stile. Minimum penetration of fastener shall be as tester! or S/ higher. No wood or plastic shields or pins shall be used' screws shall be No. 8 Unless otherwise noted in the test report, minimum size of • and second floor installations and No. 10 for all other floors above the for first first and scone! flows. Oil Diamond, P.E. Product Control Division Supervisor