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Dat Type Insp'n Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 0 Permit N Name )56 g1.C,9I Inspection Da)? Approved Correction Re- Insp'n Fee CI Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/7/2004 Applicant: FERNANDO Owner: ANES JOB ADDRESS: 156 Contractor Local Phone: Parcel # 1131010190060 NE 91 Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -922 ANES FERNANDO ST Contractor's Address: Legal Description: EL PORTAL SEC 2 Fees: FEE2004 -6823 FEE2004 -6824 FEE2004 -6825 FEE2004 -6826 FEE2004 -6827 FEE2004 -6828 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $135.00 $5.40 $5.00 $1.80 $3.38 $21.00 $171.58 Total Fees: $2121 . S Total Receipts;____$0.00 ct(io Permit Status: APPROVED Permit Expiration: 1/3/2005 Construction Value: $8,200.00 Work: 12 IMPACT WINDOWS Page 1 of 1 PB 9 -115 LOT 7 & W1/2 OF 8 BLK 7 LOT SIZE 75.000 X c � S�� ` JUL 12 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. BY: BUILDING PERMIT APPLICATION FBC 2001 Job Address (where the work is being done) / City Miami Shores Village Is Building Historically Designated YES Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Buildin: Electrical � Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) � �R Mlfl A16,0 b,0 4. _/ / Pl el - Phone # Tor r� e/''Oqg.) Owner's Address /J &)• € . / ET"-- City 4.l S6g 0RF State ��— Tenan essee Name County Miami-Dade NO Contractor's Company Name U (Ai f' • Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit f c© Type of Work: ['Addition ['Alteration Describe Work: CID Submittik1 ee $ Notary $ 5 Scanning $ Code Enforcement $ Total Fee Now Due $ 1 if)) l ES (Continued on opposite side) Permit Fee $ Training/Education Fee $ Radon $ ['New * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1,80 Zoning Structural Plan Review. $ Permit No. 6t 1 -6 /Z 2 Master Permit No. Zip Phone # Phone # Zip 3 Square Footage Of Work: Repair/Replace ❑ Demolition G CCF $ 5 [ O CO /CC Technology Fee $ 3, 38 Bond $ I EC OVER J 0 7 2004 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature�!� Owner or The foregoing instrument was acknowledged be ore me this - 7 Sign: Print: Contractor �) The foregoing instrument was acknowledged before me this day of )U , 20 014 , by l-l � ) II a ° � , ` /da y of , 20 _ , by who is personally known to me or who has produced 1.. c_ 1 who is personally known to me or who has produced 101 12 S As identification and who did take an oath. as identification and who did take an oath. NOTARY P ! : LIC: i ,a d My Commission Expires: O Chc 12/15/03 Mabel Vargas NOTARY PUBLIC: 'on #DD2319 "• ' At antic Bon • mg * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature Sign: Print: My Commission Expires: * * * * * *, * * * ** * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. Certificate of Competency No. JUL 7 APPLICATION APPROVED BY: 2 004 Plans Examiner Engineer Zoning OWNER BUILDER DISCLOSURE STATEMENT I e(2.,() 1._ -. 1)(0 being the legal property owner, for the property Located at: 15 6 ( 5 Legally described as , Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),,.s4nd I have read and understand the following disclosure Statement, which entitles me to. a ork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have Licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this 1 ' day of BY � riTCCI 6) S Produced I c_Q 17_105 Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT DISCLOSURE STATEMENT 2004 who is personally known to me or who has as identificatio- • d who did take an oath. rgas ' D23198 ul13,2 ed Thru ndinr Co Inc NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. iv �1 r / "I ZZ TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: a PnQTA1. Sec, 2, P g q--115 ✓^.UT •a 43 i/2 48 (ELK l ar Sz.zE 4S. 000 X i Spa EVE q( ST" en -uvflt SHoQ.r7S Ft- 33 i 3 $ 2. Description of improvement: il./ 3. Owner(s) name and address: f E2 v A-) ( J Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: .b C-O PRCIDU.CTS nfT ERN) f - rror11 t ( 4 4 4Z S u) A v l✓ 1 = Rm:z j FL 33 155 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: different date is specified X S nature of Owner Print Owner's Name Notary Public Print Notary's Nallne My commission expires: 123.01 -52 PAGE 4 8/02 tn e rznJANcr Sworn to and sub ibed before me this -] day of ti CE•1TER LJG CFN 2004R0569377 OR Bk 22468 p9 11133► (1pg RECORDED 07/09/2004 11:08:05 l HARVEY RUVIN► CLERK. OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 1111111111 1111111 •• t.ae S t etT e 100 fTh rnz' , r L 3,3 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: STATE OF FLORIDA, COUNTY Of i_),”.Ut • ` "' yy��`�� 9. Expiration date of this Notice of Commencement 1�t�e date,isl,,. r,,frgm date o f recordin� � rilets a G. , nginal find rn this off e on .1'v of ",_.7' o A 1 S n,y hand an ') tARVEY QUVI?U, CLER Nicole' Vargas t Commission #DD231984 :.:.•;• Expires: Jul 13, 2007 , 20 6 al. t and Caunty Courts Prepared D.C y 1.� �Q JYI� At ' c 0 , . • . n.,; rm as r , 1� C U PL 3311% Address: /56 Me c 1 s - r 1 S Ho RES CDT 1 FLANGE FRAME JAMB 612225 ALUMAX 2 AF- 12225 2 FIXED MEETING RAIL 612228 AL UMAX 1 AF- 12228 3 SASH TOP RAIL 612229 ALUMAX 1 AF-12229 4 SASH BOTTOM RAIL 612230 ALUMAX 1 AF-12230 5 GLAZING BEAD - 1/4" 612234 ALUMAX • AF- 12234 6 WINDLOA.D ADAPTER 612236 ALUMAX 1 AF-12236 7 FLANGE FRAME HEAD 612237 ALUMAX 1 AF- 12237 8 FLANGE FRAME SILL 612238 ALUMAX 1 AF- 12238 9 FRAME SILL ADAPTER 612239 ALUMAX 1 AF-12239 10 SASH TOP & BOT. RAIL 612240 ALUMAX 2 AF-12240 11 SCREEN RETAINER 6532377 ALUMAX 1 532377 12 3/16" Annealed Gloss -55.5 PPG. LOF -55.5 55.0 13 3/16" Ann. Gloss w /Dupont 457 -36.5 tom. by Romog. Vericom 14 1/4" Tempered Gloss PPG. LOF 25 Wstp. - PILE \FINSEAL 61062W SCHLEGEL CORP. Vent top /bot. & meet. rail FS7826- 187 26 SILICON 62899 DOW CORNING 26.000 899 27 WEATHERSTRIP, BULB VINYL 6TP249 TEAM PLASTICS Vent jamb TP -249 DESIGN PRESSURE RATING FOR GLASS TYPE B - 3/16" H.S. W/ SENTRY GLASS ALL SIZES TO 74.125 WIDE x 63.000 HIGH NEG POS -55.0 55.0 COMPARATIVE ANALYSIS FOR: GLASS TYPE A - 3/16" A W/ SENTRY GLASS WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 50.625 63.000 NEG POS NEG POS NEG POS NEG POS 48.000 - 55.5 55.0 -55.5 55.0 -55.5 55.0 -55.5 55.0 53.125 -55.5 55.0 -55.5 55.0 -55.5 55.0 -48.0 48.0 60.000 -55.5 55.0 -55.5 55.0 -53.2 53.2 -41.1 41.1 66.000 -55.5 55.0 -55.5 55.0 -49.6 49.6 -38.1 38.1 72.000 -55.5 55.0 -55.5 55.0 -47.3 47.3 -36.7 36.7 74.000 -55.5 55.0 -55.5 55.0 -46.5 46.5 -36.5 36.5 63.000 MAX 74.125 MAX O X LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED W/ DUPONT 457 SENTRY GLASS B. 3/16" HEAT STRENGTHENED W/ DUPONT 457 SENTRY GLASS 2.) CONFIGURATIONS: XO or OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4 " FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 12.000 MAX. SPACING AT JAMBS: 12.000 5.) SHUTTER REQUIREMENT: NO SHUTTERS REOUIRED 6.) REF. TEST REPORT FR -1821 NO. DESCRIPTION 16 17 18 19 20 21 22 23 /6 x 1.000 PH. PAN SMS ,8 x .375 PHIL. P.H. TEK #8 x .500 PHIL. Fl SMS 18 x 1.000 PHIL. P.H. SMS SWEEP LATCH WEEP HOUSING WEEP RAF' ROLLER HOUSING 76X1PPA 78X38PPT 7856A 781 POA 71096 70250 70251 71092 MERCHANTS FASTENER MERCHANTS FASTENER MERCHANTS FASTENER MERCHANTS FASTENER MIN. DIE CASTING MASTER TOOL MASTER TOOL MASTER TOOL 1 Anti -lift Channel 4 Windload Adopter 4 Sweep Latches) 2 meet.rail 1 1 1/2 from ends 3 2.25" from ends, 1 0 cen. 3 2.25" from ends, 1 cen. 2 10 eo. end of vent bottom PGT 214.XX 7-M10-250 7 -M10 -251 70312 15 28 29 30 31 "x1 /2 "x 3" OPEN CELL PAD 24 BRASS WHEELS Wstp., THIN WALL BULB VINYL ANTI -LIFT CHANNEL 1"x3/4"x 1 /4 " OPEN CELL PAD Wstp., THICK WALL BULB VINYL NON - IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: XO or OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 3 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 3 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REF. TEST REPORT FTL -1820 Robert L. Clor :. P.E. f'E j.. 12 Structural V.T. 1 (frame heod @ vent midspon) 2 (1 0 ea. end of meet. rail Glazing Bead (3/16 ") 6TP247 612244 6TP248 NON - IMPACT WINDOWS 7.) GLAZING: 1 /4 " TEMPERED 2.) CONFIGURATIONS: XO or OX 3.) DESIGN PRESSURE RATING: . +55.5 P.S.F., -55.5 P.S.F. 4.) ANCHORS: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 12.000 MAX. SPACING AT JAMBS: 12.000 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REF. TEST REPORT FTL -1819 T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 • P.O. BOX 1529 NOKOMIS. FL 34274 7BRWHL2 VINYL - TECH /P.G.T. TEAM PLASTICS ALUMAX TEAM PLASTICS Revsd FK Revyl Drown By: D.B. Description: Dote 4/ /711/01 VENDOR QTY. /LOCATION VENDOR# Dote: 1/13/97 3 (@ eoch weephole 2 oer Roller Housing. Glazing Bead (Sentry, 1/4 ") TP -247 • Revisions: ADD SENTRY CLASS C.A Revisions: AF -12244 TP -248 PRODUCT REVISED as complying with the Florida Betiding Code Acceptance NO 0 L - C a lf 7. / Expiration ' to , Loo u►wI Dade Prudoci • . Irol DivI Ioo ELEVATION, IMPACT & NON - IMPACT OX Title: ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: HS -710 Scole: NTS Sheet: 1 of 5 Drowing No. 4111 Rev: 63.000 MAX 1 58:250 MAX DAYLIGHT OPENING ROUGH OPENING 2.710 VERTICAL SECTION ROUGH OPENING .500 57.000 MAX DAYLIGHT OPENING REFERENCE: FTL-1819, FTL - 1820 & FTL-1821 ROUGH OPENING 2.784 CORNER DETAIL BUTT JOINT .705 33.625 MAX DAYLIGHT OPENING GLAZING OPTION: 3/16 ANNEALED 3/16 HEAT STRENGTHENED OR TEMPERED Robert !_ Clork. P.E. i'E j39712 Structurol 2.643 1 74.125 MAX HORIZONTAL SECTION GLAZING OPTION: 3/16 ANNEALED W/ DUPONT 457 3/16 HEAT STRENGTHENED W/ DUPONT 457 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.D. BOX 1529 NOKOMIS, FL 34274 33.625 MAX DAYLIGHT OPENING Revsd By: FK Revsd 8y: FK Drown By: D.B. Description: Title: Dote: 4/16/02 Dote: 7/11/01 Dote: 1 1/13/97 Revisions: .500 f 2.784 1 an f GLAZING OPTION: 1/4" TEMPERED Revisions: ADD GLAZING OPTIONS -ROUGH OPENING D PRODUCT REVISED as complying with the Florida. Bolding Code Acceptance No2L2!Lp •a. Expiration Detc ,1Q to Division SECTIONS, IMPACT & NON- IMPACT ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: Scale: Sheet: Drawing No. Rev: HS -710 NTS 2 of 5 4111 D COMPARATIVE ANALYSIS FOR: GLASS: 3/16 ANNEALED are quantity of anchors per side. FTL Table ASTM E1300. Pressure. MAX. SIZE 74.125 x 63.000 -1820 NOTES: 1.) Numbers in ( ) parentheses 2.) Negative Design Loads based on Comparative Analysis and Glass 3.) Positive Design Loads based on Comparative Analysis and Water Test 4.) Numbers are for #12 screws or 1/4" Tapcons. 5.) (1) anchor 4" from each side of meeting rail is required. (Total of (2) anchors at each meeting rail.) Anchors 6" from each corner and as follows: Max. spacing at head & sill = 15.250" Max. spacing at jambs = 12.500" Window Width Window Height Window Height 26.000 (2) 38.375 S3) 50.625 (4) 63.00055) neg pos neg pos neg pos neg pos 24.000 (4) - 120.00 66.67 - 120.00 66.67 - 120.00 66.67 - 120.00 66.67 26.500 (4) - 120.00 66.67 - 120.00 66.67 - 120.00 66.67 - 120.00 66.67 37.000 (4) - 120.00 66.67 - 120.00 66.67 - 107.10 66.67 -91.90 66.67 48.000 (4) - 120.00 66.67 -89.30 66.67 -67.60 66.67 -57.20 57.20 53.125 (6) - 107.70 66.67 -80.30 66.67 -58.40 58.40 -48.00 48.00 60.000 (6) -85.90 66.67 -72.30 66.67 -53.20 53.20 -41.10 41.10 66.000 (6) -73.10 66.67 -67.30 66.67 -49.60 49.60 -38.10 38.10 72.000 (6) -63.50 63.50 -58.60 58.60 -47.30 47.30 -36.70 36.70 74.000 (6) -60.90 60.90 -55.50 55.50 -46.50 46.50 -36.50 36.50 COMPARATIVE ANALYSIS FOR: GLASS: 3/16 HEAT STRENGTHENED are quantity of anchors per side. OR TEMPERED FTL -1820 Table ASTM E1300. Pressure. MAX. SIZE 74.125 x 63.000 NOTES: 1.) Numbers in ( ) parentheses 2.) Negative Design Loads based on Comparative Analysis and Glass 3.) Positive Design Loads based on Comparative Analysis and Water Test 4.) Numbers are for #12 screws or 1/4" Tapcons. 5.) (1) anchor 4" from each side of meeting rail is required. (Total of (2) anchors at each meeting rail.) Anchors 6" from each corner and as follows: Max. spacing at head & sill = 15.250" Max. spacing at jambs = 12.500" Window Width 2.) Negative Design Loads based on Comparative Analysis and Glass Window Height 26.00052) 38.375 (3) 50.625 (4) 63.000 (5) neg pos neg pos neg pos neg pos 24.000 (4) - 135.00 66.70 - 135.00 66.70 - 135.00 66.70 - 135.00 66.70 26.500 (4) - 135.00 66.70 - 135.00 66.70 - 135.00 66.70 - 135.00 66.70 37.000 (4) - 135.00 66.70 - 135.00 66.70 - 119.40 66.70 -91.90 66.70 48.000 (4) - 131.90 66.70 - 131.90 66.70 -98.60 66.70 -74.70 66.70 53.125 (6) - 107.70 66.70 - 107.70 66.70 -92.10 66.70 - 69.20 66.70 60.000 (6) -85.90 66.70 -84.40 66.70 - 84.40 66.70 -63.50 63.50 66.000 (6) -73.10 66.70 -69.80 66.70 -69.80 66.70 -59.60 59.60 72.000 (6) -63.50 63.50 -58.60 58.60 -58.60 58.60 -56.40 56.40 74.000 (6) -60.90 60.90 -55.50 55.50 -55.00 55.50 -55.00 55.00 COMPARATIVE ANALYSIS FOR: GLASS: 1/4 TEMPERED NOTES: 1.) Numbers in ( ) parentheses are quantity of anchors per side. FTL -1819 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #12 screws or 1/4" Tapcons. 5.) (1) anchor 4" from each side of meeting rail is required. (Total of (2) anchors at each meeting rail.) Anchors 6" from each corner and as follows: Max. spacing at head & sill = 15.250" MAX. SIZE Max. spacing at jambs = 12.500" 74.125 x 63.000 Window Window Height Width 26.000 (2) 38.375 (3) 50.625_14) 63.00055) neg pos neg pos neg pos neg pos 24.000 (4) - 190.00 66.70 - 190.00 66.70 - 190.00 66.70 - 190.00 66.70 26.500 (4) - 190.00 66.70 - 190.00 66.70 - 190.00 66.70 - 190.00 66.70 37.000 (4) - 190.00 66.70 - 190.00 66.70 - 172.10 66.70 - 132.50 66.70 48.000 (4) - 190.00 66.70 - 190.00 66.70 - 142.10 66.70 - 107.60 66.70 53.125 (6) - 155.30 66.70 - 155.20 66.70 - 132.80 66.70 -99.70 66.70 60.000 (6) - 123.90 66.70 - 121.70 66.70 - 121.70 66.70 -91.50 66.70 66.000 (6) - 105.30 66.70 - 100.60 66.70 - 100.60 66.70 -85.80 66.70 72.000 (6) -91.60 66.70 -84.50 66.70 -84.50 66.70 -81.30 66.70 74.000 (6) -87.80 66.70 -80.00 66.70 -80.00 66.70 -80.00 66.70 REFERENCE TEST REPORTS: FTL - 1819 & FTL - 1820 Robert L. Clark. P.E. PE f39712 Structural FA INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By. ReFK By: Drown By: 0.8. Do e: 4716/02 971 Dote: 1 1/13/97 Series /Model: HS -710 Stole: NTS Revisions: ADD 3/16 HS C.A. Revisions: PRODUCT REVISED as complying wifb fbe Florida Huiding Cude Acceptance No 0 /C. Expiration Dale 7.4 Dy M 'ml Dade Product Division rL Description: COMPARATIVE ANALYSIS, NON- ,IMPACT Title: ALUMINUM HORIZONTAL SLIDING WINDOW Sheet: 3 of 5 Drawing No. 4111 Rev: D • I1 .11 1.250 •° • �v I• t • • i•1 TYP. HEAD TYP. SILL 1 x WOOD BUCK .250 MAX. 1/4" TAPCON SEE SPACING ON SHEET 1 1 /4 " TAPCON SEE SPACING ON SHEET 1 REFERENCE: FTL -1819, FTL -1820 & FTL -1821 2 x WOOD BUCK 1.250 TYP. HEAQ • • , TYP. SILL • •1) - 112 PANHEAD SEE SPACING ON SHEET 1 1.250 .250 MAX. 112 PANHEAD SEE SPACING ON SHEET 1 .250 MAX. 2 x W000 BUCK yid Robert L. Clor! <, P.E. PE /39712 Structurnl - INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 TYP, JAMB • Is • 2 x WOOD BUCK Revsd : Regki By: Drown By: D.B. Description: 1311.: Series /Model: HS -710 16/02 Dote: 11/13/97 ANCHORAGE 1.25 ALUMINUM HORIZONTAL SLIDING WINDOW Rev: Scale: NTS Revisions: NO CHG THIS SHT Revisions: Sheet: 4 Of 5 . #12 PANHEAD SEE SPACING ON SHEET 1 1/4" TAPCON SEE SPACING ON SHEET 1 PRODUCT REVISED al complying with the Florida Braiding Cnde Acceptance No C t • OVI 1. I Z Expiration Date r 70, L4p(s IM Lain' Dade Prodaet Division Drawing No. 4111 1.187 1 2.784 L -- 1 1--- .737 Q FLANGE FRAME 6063 -T5 ALUM. h--- .705 .062 1 /4 " GLAZING BEAD 9® FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE: FTL —1819, FTL —1820 & FTL —1821 .062 1.349 1. 187 1.403 .723 .688 20 FIXED MEETING RAIL 6063 -T5 ALUM. ® WIND LOAD ADAPTER 6063 -T5 ALUM. SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. t .062 1.373 .062 1.081 ----I 1-- 4 SASH TOP RAIL 6063 -T5 ALUM. .062 1 1 1.273 2.710 ---I 7 FLANGE FRAME HEAD 6063 -T5 ALUM. 1 1.187 ® SASH BOTTOM RAIL 6063-T5 ALUM. 1.122 i I .062 --II-- -- 2.710 ® FLANGE FRAME SILL 6063 -T5 ALUM. 2.094 Robart L. Clark. P.E. PE 039712 Structurol INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd FK Re?d Sy: Drown Eiy: Dote: D.B. '1/13/97 EXTRUSION PROFILES Title: 471 6/02 571 yo Revisions: NO CHG THIS SHT Revisions: PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No Oa - W/7./ Eirpiratioa DateT.Ay TD j°A B ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: HS -710 Scale: NTS Sheet: 5 a 5 Drawing No. 4111 Rev: D M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AH1 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HR 710" Aluminum Ilorizontal Sliding Window— Non - Impact & Impact Resistant APPROVAL DOCUMENT: Drawing No. 4 1 1 1 , titled "Aluminum I Iorizontal Sliding Window ", sheets 1 through 5, prepared, signed and scaled by Robert L. Clark, P.L•., dated 4/17/02, hearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact and Non - Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at tl c request of the Building Official. This NOA revises NOA # 01- 0518.05 and, consi,. s - f this a'.- qty well as approval document mentioned above. The submitted documentation was reviewed ._ s od in uc 1 A MIAMI -DADE COUNTY. FLORIDA METRO -DADE: MAULER U(JI1.1)ING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 - 29(18 NOA No 02 0419.12 3.1piration Datc: July 30, 2006 Approval Date: May 23, 2002 Page I MIA MMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 ScorE: This NOA is being issued under thc applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami - Dade County Product Control Division and accepted by thc Board of Rules and Appeals (I3ORA) to be used in Miami Dadc County and other areas where allowed by thc Authority Having Jurisdiction (AHJ). This NOA shall not bc valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AH1 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with thc High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1 "x Std. Wall - Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " l" STD. Wall Mullion ", sheets I through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami -Dade County Product Control Revision Stamp with thc Notice of Acceptance numbcr and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ",hnlcss otherwise noted herein. RENEWAL of this NOA shall bc considered after a renewal application has bccn tiled and there has been no change in thc applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if thcrc has been a revision or change in thc materials, use, and/or manufacture of the product or proccss. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall bc cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by thc words Miami -Dade County, Florida, and followed by the expiration datc may bc displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this cntirc NOA shall bc provided to thc user by thc manufacturer or its distributors and shall be available for inspection at the job site,- t • , . , pest of the Building Official. This NOA revises NOA # 00- 0912.05 and, con cIl as approval document mentioned above. The submitted documentation was reviewed by cod �l���ta `.E. `.NOA No 02- 0701.05 piration Date: June 28, 2006 Approval Date: July 10, 2002 Page l GLAZING PRODUCT TYP. MULLION N GLAZING PRODUCT CD GLAZING PRODUC GLAZING PRODUCT GLAZING PRODUCT • • / MI TYP. MULLION N. GLAZING GLAZING PRODUCT PRODUCT W - W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1+ W2 MULL LENGTH = H NOTES; 1. FOR ANCHORAGE TYPE, OUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 ANCHORS: TYPE. "B OR 0' BOTH ENDS'- 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON - IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 �W— GLAZING PRODUCT TYP. MULLION GLAZING PRODUCT H2 HI H - HI +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TAKES ON PAGE 5 OF 5 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W ANCI?ORS. TYP1:. "B OR 0" BOTH (N05 H V/ 1 (---w2 w W - WI +W2 H - H1 +H2 H2 HI (2) WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 I 1) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 hi2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 � Z y a% Robert L. Cl k, P. P.E. #39712 Rh T INDUSTRIES Rend By: Oro., By: P.J.P. De scrip Iron: rah: J 1 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. f7 34275 NOKOMIS, f1 34274 ANCHORS TYPE A' I Dote: ANCHORS: TYPE. "8 "C" OR "0 BOTH ENDS \ . ARRANGEMENT DETAIL MULLS W HI 1-- --W2 -- W W - WI +W2 +WJ H - HI+H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1+ H2 MULL LENGTH = W OR W1+ W2+ W3 M4) MAX OPENING = W1 +W2 OR W2+ W.3 MULL LENGTH = H1 C,kd BY ( Dote: Date: 4/28/00 ?RODUCr REVISED Bofdlog Cods Wttfi the Florida Acbepuooce No 02 - 07.0 . O� tapirs el e"" "cr NU I Owle Product Cootro1 Cl +tsioo Ree4;ons: STD. WALL MULLION Series /model: Scale: Shut: NTS 1 al AP Pr.OVEO AS COMPLYING W111I T£ SOUTH FLORI3A Ol11LDING COOE o E JUN 2A 2 I OY PRO T + ROL DIVISION BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO. 00 " t ip? 4Z .OS Wo.lnp No. 6620 Rev: MILLION CLIP CUT (VOICES Orr of MLYL CLIP TO TORY A L c►MNNCI ANO INSTALL AS SHOWN P.G.T. 1• uuLLION r, mil -- 2 OR 4 TYPICAL MUl LION TO MULLION INSTALLATION TYPE A ", • TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "8". NOTE; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. 2UANTI7Y OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. • 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 JMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS ANO FIND THE CCRRECT MULL SIZE AND PRESSURE REQ FOR YOUR SPECIFIC APPLICATION. /12 rm. S.L.S. STAGGERED ON OPPOSITE 510ES (50 AS NOT 10 WIEREVE WTTH EACH OTHER) /11 S.W.S. (199/) AU. FAS7(N(RS MUST 8E oADE COUNT APPROVED. SEC NOTE /► 111 F.N. S.u. S. STAGGERED ON OPPOSITE SIDES (50 AS POT TO IMERFTJ7 WITH EACH OTtIER) SEE NOR It /12 *000 SCREW (199/) MW. ti PENETRATION 0110 W000 BUCK. ALL FASTENERS MUST 3E DADE COUNTY APPROVED. SEE NOTE /1 P.G.T. I. MULLION —\ Robert L. 0 rk, .E. P.E. #39712 r _ rl . P.G.T. I. MULLION -\ TYPICAL MULLION TO STRUCTURE WITH W000 BUCK REMOVED FROM CONC. TY'E "C " r T r 2 . OA 4' 24 ( 9 I c .; ... u1N. TAPCON (246/) r � ^ wet. II PENETRATION INTO • r 4 • • • . CONCRETE OR BLOCK ••didlll • STRUCTURE. ALL FASTENERS . uuST BE DADS COUNTY APPROVED. SEE NOTE / 1 MIN. / 1 2 F.M. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERrtRC mot EACH 0 nIER) SEE Nor( /1 r 1 - OR 4 •— MIN. TYP CAL MULLION TO STRUCTURE WITH W000 BUCK AND CONC. TYPE "0", PRODUCT REVISED as nomplyloa wUb Ube Florida B ddlog Code Acropaaoes No 0 2- 0 1.01.0 7 Eeplrmloo Dote /0(. Dy Mks I Dodo Product Coot rot DIrWw /12 F.H. 5.14.5. STAGGERED ON OPPOSITE SIDES (50 AS 4401 TO INTERFERE W1nl EACH OTHER) SCE NOTE / MIN. TAPCON (246/) MIN. IS PENETRATION 11410 CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS MUST 0E DADE COUNTY APPROVED. SEE NOTE /1 • APPROVED AS COMPLYING %C H THE SOUTH FLO U CODE DA - J UH ay PRO. CT • IROLOIV151014 BOWING COOE COMPLIANCE OFFICE ACCEPTAIICE 110 00 - o '/ r •tnlr•htral INDUSTRIES Revsd Dy Dote: Oren 9 P.J.P. Description: MO: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. 11 34273 NOKOMIS, FL 34274 CAkO By: Dote: Dale: 4/28/00 7 " STD. WALL MULLION 5eri1 s /1lodel: MULLS Revisions: CLIP & INSTALLATION DETAIL Scale : - NTS 51,••1: 2 •I 5 O'o wing No. 6620 R•,; CLIP LENGTH CHART FOR ix MULL MULL SIZE 'A' I x 2 x b i}- 1 X 4 X B IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC 'APPLICATION. A 2 0 0 1" MULL CUP TWO (2) ANCHOR LOCATIONS EXTRUSION OWG / 1099 3 ,Ir11N. FROM ENDS (TYP) � I r- 1 4 [MAX. 14 MAX 1 8 MIN LA . -J "7/ � NOTE RI. Cc _CA / 1. REFERENCE TEST REPORT FTL- 2902.2903 AND 2975 d gv2 /Z 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION OWC / 1099 1E1 INDUSTRIES Reesd By: Dro -n By: P.J. Description: rue: Dole: 1070 TECHNOLOGY DRAT P.O. BOX 1529 NOKOMIS. 11 34275 NOKOMIS. R 34274 4 Card By Dale: Dole: 4/28/00 8 MIN. FROM ~) f END (TYP) 1" MULL CLIP W /TABS REMOVED TWO L2) ANCHOR LCCATIONS EXTRUSION OWG / 1099 _8 I MIN. FROM I END (TYP) I 8 L A ' 1" MULL CLIP WJTAQS REMOVED FCUR (4) ANCHOR LOCATIONS EXTRUSION OWC / IG99 PRODUCT REVISED as coo plying with the Florida Buldlag Code Acisplaocs -O Q /•O I.spintloa Datc or Mao Dada Prodaet Coal Dirties Rews:en s: STD. WALL MULLION Series/ Veda: Scots: Sheet MULLS NTS 3 er AP ?ROVL:O RS COMl (YING l l l 111( ,711TIIfL)lJ �}l DATE J L l PrlO DIVISION BUILDING CODE COMPUANCE OFFICE •Gr"fI.i.rrNn OD -0 .Oj " MULLION CLIP ANCHOR LOCATION Droning No. 6620 lter: g (TYP) NOTE: 1 QP TEST REPORT FTL -2902, 2903 AND 2975 7 x STD. WALL MULLS MAT'L: 6063 —T6 Robert L. Clam, .E. P.E. #39712 Structural PRUDUCT REVISED d complying wld /le Florida Balding Code Acceptance No 2- O?OI.O6 Espies! Date G or. Ma Desk Pnuduct Control Division APPROVED AS COMPLYING VATIC TIE south r `f�f�InA QUI E DATE J u ri 1 `u BY PR. . • a• 1TROl DIVISION BUILDING CODE COMPLIANCE o ICE ACCEPTANCE NO 0 0- 0 'I / Z. o s INDUSTRIES Rend By: Oro.n By: P.J.P. Descript:on: PROFILES Luc: Dolt' 1070 ICCHNOL0 Y DRIVE P.O. BOX 1579 NOKOMIS, Fl. 34275 NOKOMIS, fl 34274 Chad By: Oat': Oote: 4/28/00 STD. WALL MULLION Series /Model: MULLS Flo- 1310ns: sc..: NTS Sheet: 4 e/ Oro.nq No. 6620 Her: 1 x2x.125 2 Anchors 42 129 - - - - 48 83 50.625 70 54 57 60 41 63 35 66 30_ 72 23 76 20 -- 78 -- 18 84 84 - __ 90 _ 96 108 111 144 0 1x4x.125 4 Anchors 42 48 50.625 54 6 6 3 0 66 -- - -- 72 76 78 84 90 96 _108 111 144 50 T 60 1 70 1 115 73 61 55 OPENING WIDTH IN INCHES 50 60 70 1 80 1 90 1 100 1 110 1 170 170 170 170 170 170 170 170_ 170 142 120 111 88 72 59 41 38 17 _ 49 44 35 31 30 27 26 23 20 17 _17 - 1 15 15 170 170 170 170 170 _ 160 145 120 102 94 75 60 50 35 32 OPENING WIDTH IN INCHES 80 1 90 1 100 1 110 120 1 130 1 160 107 104 1 103 I 103 103 103 103 103 67 63 61 61 170 t 170 170 170 170 170 170 170 157 143 141 128 115 95 127 105 90 83 65 53 43 30 28 50 49 49 38 61 38 49 38 21 1 20 18 t7 61 61 49 38 25 20 17 25 25 52 41 29 24 21 16 39 27 23 19 170 170 170 1 158 127 112 100 81 157 124 108 96 77 81 74 59 170 170 170 162 134 119 106 87 74 47 43 38 35 27 24 26 22 18 69 68 63 53 49 39 32 24 22 20 65 60 46 37 30 22 20 19 170 170 170 157 122 106 93 74 63 57 44 35 61 49 38 25 20 17 120 I 130 160 170 170 170 170 170 170 157 157 122 122 106 106 92 92 72 71 61 59 55 53 42 40 33 31 28 27 24 19 1 18 16 17 16 - NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. l 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, � CONSIGER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. M LYX r_ TEST REPORT FTL -2902, 2903 AND 2975 Robert 3 712 P.E. - �rr��I� - P . E p39712 Structural Vertical Mull r� �Opening4 Width Horizontal Mull Opening Width I Mull Length Multiple Mulled Units \Opening Width I I Mull Length I I Mull Length PRODUCT REVISED complying wkI M. Melia O.MI.g Cade Aenpl..oe NoO - 0 • 1.05 F-spl e. Dale • 1W.411 • 03 P1l. • 1 D.ie Ynrdaet C..trol 1)i`l'ln. ,.PPROV °_D AS COMPLYING WITH THE D,VTH F �P(i:pA lIl)I`DI I l l nv «JJ� WA 8 �, PRO ITROI OIVtSION 0U1101NG COOE COMPLIANCE OFFICE trCEPt∎NCEN4 DO -0q 2.. at INDUSTRIES Rend Br �Oole: &..n O P.J.P. D. ,criplion: rue: 1 070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKCM IS. FL 31275 NOKOMIS. FL 34274 Child By: Dole: Dole: 4/28/00 PRESSURE CHARTS 1" STD. WALL MULLION Send) /Model: MULLS Re eisIon s: Sccre: NTS Sheol. 5 0I 5 O.o.iny No. 6620 Rev: MIA � BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewe heodpre P.E. NOA No 03 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXINUM PVB. B. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAI STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16' ANNEALED GLASS AND 11) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16' LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAF_EX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. JAMBS: A MAX. 8 1f2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5 JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE RCb^/ OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 12" FROM CORNERS MAX. 11" O.C. JAMBS: 'MAX. 8 11'2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOIN SEALANT IS USED ON ALL FOUR CORNERS OF TrIE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 Rood Br Dabs: flowousaa terl F.K. 12/15193 &WI Or Dow R.tiabn.: Revisions A REDUCE ANCHOR SPACING ClydiW or 1070 IECIWO(OG Y DRIVE NOKOMIS. FI. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better w moon' NOTES & TABLE OF CONTENTS Tar: ALUMINUM PICTURE WINDOW, IMPACT a...aMro"■ PW -701 NTS show 1 w 10 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN. 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 4259-4 Robert 1.. Clark, P.E. PE 039712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE OR 7/16" LAMI GLASS NOMINAL NO CHANGE THIS SHEET .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) OR 11/16' NOM GLASS BRE 3/16" HEAT STRENGTHENED GLASS 1070 TE"..IWOLOGY DRIVE NOK A 0S. FL 34275 PD. BOX 1529 NOK7MIS, FL 34274 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE OUTSIDE OR 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) P r Visibly Better GLAZING DETAILS rr. SwiNasest PW 701 NTS 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS s+n.r. I 2 - 10 11/16" NOM GLASS BITE T ALUMINUM PICTURE WINDOW, IMPACT 4 259 -4 AfpfNed • emplybeg wtom �► Robert L. Clark, P.E. PE 939712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. Revd er Oar. Ramona r •., F K 12/15/03 A NO CHANGE THIS SHEET EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. 92 1/4" MAX DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NCV(OMRS. FL 34274 OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. Visibly Bette OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID ELLIPTICAL MAX. SIZE = 96" X 47" 44 1/4" MAX. DLO FLANGED ELEVATIONS r• PW -701 NTS i QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. ALUMINUM PICTURE WINDOW, IMPACT SWIM 3 d 10 c.,..o w 4259 -4 ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. Robert L. Garb, P E PE 039712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETNEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. Ravisions: WMions A NO CHANGE THIS SHEET Grow By. paw HALF CIRCLE MAX. SIZE = 96 "X48" OR MAX. AREA = 25.13 SQ. FT. ll EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 1 48" MAX. r 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA = 32.00 SQ. FT. C Visibly Better ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 93 1/4" MAX DLO f 45 1/4" MAX. DLO s.r.,ws.r PW -701 Sr.* NTS QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Mewl 4 d 10 kYw.p w. 4259 -4 ARCH. MAK. SIZE = 48" X 96" OR MAX AREA = 30.28 SQ. FT. new A IL'Vt otairoziret Robert L. park, P.E. PE 039712 Structural COMPARATIVE GLASS TYPE: WINDOW WIDTH ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3 /16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3 /16HS, .090, 3/16" HS) WINDOW HEIGHT FTL -3835 FTL -3835 FTL -3850 FTL -3850 0S Ile •_ 1 111 :1•I 49.000 A &C B &D AREA SQ.FT. 54.500 I C A & B &D AREA SQ.FT. 60.000 AREA SQ.FT. 65.500 AREA SQ.FT. 14.052 71.000 A &C B &D AREA SQ.FT. 76.500 A &C B &D AREA SQ.FT. 80.0 16.229 -80.0 82.000 A &C B &D AREA SQ.FT. 87.500 I ' &C B8D AREA SQ.FT. 93.000 I A &C B &D AREA SQ.FT 96.000 R..d By: Rwd Sly: Rood By: F.K. A &C B &D A &C B &D A &C B &D AREA SQ.FT • 80.0 I -80.0 80.0 I -80.0 9.698 80.0 I -80.0 80.0 I -80.0 10.786 80.0 I -80.0 80.0 -80.0 11.875 80.0 I -80.0 80.0 I -80.0 12.964 80.0 I -80.0 80.0 I -80.0 80.0 80.0 -80.0 -80.0 15.141 80.0 -80.0 80.0 80.0 -80.0 -80.0 17.318 80.0 � -80.0 80.0 -80.0 18.406 80.0 80.0 -80.0 -80.0 19.000 80.0 I -80.0 80.0 -80.0 11.569 80.0 I -80.0 80.0 -80.0 12.868 80.0 ( -80.0 80.0 I -80.0 14.167 80.0 � -80.0 80.0 -80.0 15.465 79.4 -79.4 80.0 -80.0 16.764 76.8 - 76.8 80.0 -80.0 18.063 74.1 -74.1 80.0 -80.0 19.361 70.7 80.0 20.660 69.1 80.0 21.958 68.8 80.0 lar: R.Mbrr: 12/1510.1 A CHANGE NOTE 1 ANCHORING WITH #12 SCREWS -70.7 -80.0 -69.1 -80.0 -68.8 - 80.0 22.667 RF AR SLM IN TABLE 1 _ WHICH THEIR OVFRAI L WIDTH AN RMrN"f: 80.0 80.0 -80.0 -80.0 13.441 80.0 I -80.0 80.0 -80.0 14.950 74.0 I -74.0 80.0 -80.0 16.458 68.5 I -68.5 80.0 I -80.0 17.967 63.7 1 -63.7 80.0 1 -80.0 59.7 80.3 20.984 56.5 80.0 53.6 80.0 51.4 80.0 19.476 80.0 50.4 - 59.7 -80.0 - 56.5 - 80.0 22.493 - 53.6 -80.0 24.002 -51.4 -80.0 25.510 -50.4 -80.0 26.333 1070 'EC 1NOLOGY £RIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 31271 80.0 I -80.0 80.0 -80.0 15.313 76.7 I -76.7 80.0 -80.0 17.031 69.9 I -69.9 80.0 -80.0 18.750 63.5 I -63.5 80.0 -80.0 20.469 57.9 -57.9 80.0 -80.0 22.188 80.0 22.927 52.8 I -52.8 80.0 -80.0 23.906 48.3 I -48.3 80.0 I -80.0 25.625 26.479 43.6 I -43.6 80.0 -80.0 27.344 42.5 I -42.5 80.0 -80.0 29.063 41.6 80.0 -41.6 -80.0 30.000 II • ■ • 14 • PST Visibly Better 80.0 I -80.0 80.0 -80.0 15.823 74.0 I -75.2 80.0 I -80.0 17.599 s7.z I -ss.s 80.0 -80.0 19.375 61.3 I -62.3 80.0 -80.0 21.151 56.1 , -57.1 - 80.0 51.9 I -52.1 80.0 -80.0 24.703 47.6 I -48.0 80.0 -80.0 43.4 I -43.2 80.0 -80.0 28.255 40.7 I -41.0 80.0 -80.0 30.031 39.4 80.0 - 40.1 - 80.0 31.000 s..,•r •rrr PW -701 NTS 80.0 I -80.0 80.0 -80.0 16.333 74.0 I -74.0 80.0 I -80.0 18.167 80.0 I -80.0 20.000 61.3 I -61.3 80.0 -80.0 21.833 56.1 -56.1 80.0 -80.0 23.667 51.9 -51.9 80.0 I -80.0 25.500 47.6 -47.6 80:0 -80.0 27.333 43.4 80.0 29.167 40.7 79.4 39.4 76.6 Sn.r� 5 r 19 -43.4 -80.0 -40.7 -79.4 31.000 -39.4 -76.6 32.000 NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/ -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST FLANGED UNIT DESIGN PRESSURES yrr ALUMINUM PICTURE WINDOW, IMPACT a.".. 4259 -4 re. Robert L. Clark, P.E. PE 139712 Structural COMPARATIVE GLASS TYPE: WINDOW WIDTH ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW HEIGHT FTL -3835 FTL -3835 FTL -3850 FTL -3850 • III • _ , • 0S 0 •: 101 49.000 60.000 76.500 96.000 Oined fir 13•1e, F.K 12/15/03 awl er: jar' A &C B &D AREA SQ.FT. 54.500 I A8C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. 65.500 A &C B &D 80.0 1.2.964 - 80.0 AREA SQ.FT. 71.000 A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. 82.000 A &C B &D AREA SQ.FT. 87.500 A&C B&D AREA SQ.FT. 93.000 A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. 80.0 I -80.0 80.0 -80.0 9.698 80.0 . -80.0 80.0 1 -80.0 • 10.786 80.0 1 -80.0 80.0 1 -80.0 11.875 80.0 - 80.0 80.0 l -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 15.141 80.0 -80.0 80.0 I -80.0 80.0 -80.0 17.318 80.0 I -80.0 80.0 -80.0 18.406 80.0 80.0 - 80.0 -80.0 19.000 80.0 I -80.0 80.0 1 -80.0 11.569 80.0 I -80.0 80.0 -80.0 12.868 14.167 78.9 -78.9 80.0 -80.0 15.465 75.3 I -75.3 80.0 -80.0 16. 72.6 -72.6 14.052 80.0 I -80.0 80.0 -80.0 80.0 -80.0 18.063 69.4 -69.4 80.0 16.229 - 80.0 80.0 -80.0 19.361 66.4 I -66.4 80.0 1 -80.0 20.660 65.0 1 -65.0 80.0 1 -80.0 21.958 25.510 63.9 80.0 22.667 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO + / -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST GJLAR SIZE IN TABLE 2, WHICH - HEIR OVERALL WIDTH AND HEIGHT DIMENS ONS COMPLETELY FIT WITHIN. brad Ry. CHANGE NOTE 1 ANCHORING IYITH #12 SCREWS Daly' -63.9 -80.0 80.0 I -80.0 80.0 -80.0 13.441 78.9 1 -78.9 80.0 -80.0 14.950 72.2 I -72.2 80.0 -80.0 16.458 65.5 1 -65.5 80.0 -80.0 17.967 80.0 1 -80.0 19.476 57.1 1 -57.1 80.0 -80.0 20.984 53.8 1 -53.B 80.0 1 -80.0 21.493 51.0 I -51.0 80.0 -80.0 24.002 48.9 I X8.9 80.0 -80.0 48.0 80.0 - - 48.0 - 80.0 26.333 1070 TECHNOLOGY DRIVE NOKOMIS, FL 3427: P.O. BOX 1529 NOKOMIS, FL 34274 80.0 1 -80.0 15.313 74.3 I -74.3 80.0 -80.0 17.031 67.8 I -67.8 80.0 -80.0 18.750 61.7 I -61.7 80.0 -80.0 20.469 56.4 1 -56.4 80.0 1 -80.0 22.927 51.0 -51.3 22.188 51.5 -51.5 80.0 -80.0 23.906 47.2 -47.2 80.0 26.479 -80.0 80.0 -80.0 25.625 42.6 1 -42.6 80.0 -80.0 27.344 41.2 -41.2 80.0 -80.0 29.063 40.2 80.0 -40.2 -80.0 30.000 PAG,T" Visibly Better 79.4 ( -80.0 8C.0 1 -80.0 15.823 71.9 1 -73.1 80.0 1 -80.0 17.599 65.0 I -66.4 80.0 -80.0 19.375 59.6 1 -60.7 80.0 1 -80.0 21.151 s4.s 1 -55.5 80.0 1 -80.0 80.0 -80.0 24.703 46.6 -46.9 43.1 I -42.7 80.0 -80.0 28.255 40.4 1 -40.2 79.7 1 -79.7 30.031 39.0 I -38.9 76.9 -76.9 31.000 PW 701 aor. - •w. NTS I 6 a 10 79.4 1 -79.4 80.0 -80.0 16.333 its -71.9 � �.s 80.0 -80.0 18.167 65.0 -65.0 80.0 -80.o 20. 0 59.6 ] -59.6 80.0 J -80.0 21.833 54.6 1 -54.6 80.0 1 -80.0 23.667 51.0 1 51.0 80.0 I -80.0 25.500 46.6 1 -46.6 80.0 1 -80.0 27.333 43.1 1 -43.1 80.0 1 -80.0 29.167 40.4 1 -40.4 76.0 1 -76.0 31.000 39.0 73.1 -39.0 -73.1 32.000 INTEGRAL FIN UNIT DESIGN PRESSURES rr: ALUMWUM PICTURE WINDOW, IMPACT 4259 -4 Mar Approved 41• Robert L. Ctark. P.E. PE 139712 Structural SCREWED CORNER ASS'Y WELDED CORNER ASS'Y (FLANGE FRAME) (FLANGE FRAME) Mobs Iftvhdons: F.K. 12/15/03 A NO CHANGE THIS SHEET D7 /14/03 rr .e 41 Dale c w� 7 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH ALONG ENTIRE JOINT HORIZONTAL SECTIPN (FLANGE FRAME) O 0 1 III KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT 1070 TECHNOLOGY DRIVE 1i NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPEN ING r __ 2.784" VERTICAL SECTION (FLANGE FRAME) T i ECTIONS & CORNER ASS'Y, FLANGED r ALUMINUM PICTURE WINDOW, IMPACT Visibly Better o1 . 7 • 10 �� No 4259 -4 INSIDE Robert L. Clark, P.E. PE N39712 Structural 2.784" SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT 1070 TECHNOLOGY OPIVE NOKOMIS, FL 3427. P.O. BOX 1529 NOKOMIS, FL .34274 KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT GT _ Visibly Better MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING VERTICAL SECTION (INTEGRAL FIN FRAME) SECTIONS, INTEGRAL FIN smafirboit sus• NTS Sheol d 10 2.784" 1 ALUMINUM PICTURE WINDOW, IMPACT oseip w 4259 -4 INSIDE ITEM 1 2 7 8 10 11 12 13 14 15 17 18 20 21 22 Ow: F.K. 12/15/03 Damn , Clair C h • 7/14/03 DWG NO. 4256A 4253 1155 4255 4254 1224 4224 .050" 4262 .970' ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 Re PART # 64256 64253 781PQX 64255 64254 6TP247 64262 NO CHANGE THIS SHEET DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16' LAMI I.G. GLASS: 3/16" HEA STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .346' --1 1-."- .975" 050" --- ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 1070 TEC INOLOGY OR/VE NAlcows, FL 34215 P.O. 80X 1529 NOKOMJS. FL 34214 1.875" Visibly Better ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A r-- .062" 5....Meet PW - 701 5'." NTS 2.784" ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 Descripbow EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, 'MPACT s.. 9 a 0 2.784" r -- .077" l5 LI —` T 4259 -4 A 2.500" ANe..d a ampilyies oft ON �W � diVAWIT•LAIIrto q g /111 I V ( Robert L Clark. N.E. PE $39712 Structural Revd By 064.• Revd Br ON.: Revd er: F.K. 12/15/73 awn Br: O.M' F.K. 7/14/03 .130" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. Modsbrur Regions A Cn.d.d By WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 0.i: 1/4" MAX. i SHIM 1/4" TAPCON, 81 /2" MAX. FROM CORNERS & 11' MAX. O.C. A (SEE NOTE 1) CHANGE NOTE 1 AND FASTENER SPACING 1 1 1/4" MIN. EMBEDMENT FLANGED DETAIL D (SILL ONLY) 1 1/2" MIN. EMBEDMENT 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 90X 1529 NOKOAYS, FL 34274 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B f P T Visibly Better #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. n 1 1/4" MIN. • EMBEDMENT: • • • nd: 1/4" MAX. SHIM 1 SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 81/2" MAX. FROM CORNERS 811" MAX. O.C. Q (SEE NOTE 1) 1/4" MAX. f SHIM T 1 x WOOD BUCK (SEE NOTE 2) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF W000 BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT 3o•li4r PW- 701 Sreh NTS 10 w 10 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 4259 -4 #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1/4" MAX. SHIM 1 aion=r47 wIS Mort! r•a:vet c Robert L. Cleric, P.E. PE 039712 Structural U ',/o (- Z°U #vim Sz VV77 t xi11 wo� 6`6 VI C301 . X01 x� S M 00031'63‘iiido 0,4 '1� X 5 0 '�s sis °5 x-b L. oo 0 f• y x oo r c <00 L-, (1 - 1.: (\ 1 . - Q 7 7&L Disapproved (Signed) 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 ifuilding 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 Registered Architect and/or Engineer Name and address of licensed contractor //Z.-L A)130 Location and legal description of lot to be built on: Lot 7 s.` Block 7 Subdivision. Street and Number where work is to be done / 6-6 /1-/' State work to be done and purpose of building (by floors) ZAC.o .7";:°9 6 e/e /Ai 12 ifia) /O /2 P/7-&. iga'A"Ai 63,444A., and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 7404' 40 ° 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 b osted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ on s subcontr on work to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) Date. _.\72/_q_ No../4 4 , Lntree 9 STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary 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 foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. leor Date —ct Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires r .- , " PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained From the Planning Board. A re fee of S1.00 will be charged when such re-inspection is made necessary by improper notice for inspection oe faulty materials anci/or workmanship. r � ;,rh CHESTER READ 7.14 :" 1 .,� ' " .� 305 -762 -7672 `�� 'fir 156 N.E. 91ST ST!.. MIAMI SHORES, FL 331 ? -' ORDER44 G • ';?ORDEROF. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/7/2003 Applicant:°RSW\ -PNE 156 NE Owner: JOB ADDRESS: Contractor Local Phone: Parcel # 1131010190060 Fees: FEE2003 -1426 FEE2003 -1427 FEE2003 -1428 Description Building Permit Application Fee CCF Notary Fee Total Fees: Amount $60.00 $0.60 $5.00 $65.60 Total Fees: $65.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 8/27/2003 Construction Value: $450.00 Work: DOOR REPLACEMENT If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. fee is $50.00, which must be paid in advance before calling for another ins • ion. I:06 300004 7i: 00 36 76 208 59 211' 0 1 30 Building Permit Permit Number: BP2003 -343 NUNEZ - ?61,0A . ) G R6� ZAJ 91 ST Contractor's Address: Legal Description: EL PORTAL SEC 2 equipment or device described in the application herefor in strict compliance with all th any plans, drawings, statements or specifications that may have been submitted to of done in compliance with such ordinances or if the plans are changed without r or builder named above assumes the responsibility for a thorough knowledge of the or in the statements or specifications and that he assumes responsibility for work done BY: BY: Page 1 of 1 Re inspection PB 9 -115 LOT 7 & W1/2 OF 8 BLK 7 LOT SIZE 75.000 X ompliance with all ordinances and regulations pertaining thereto and in strict conformity Village. In accepting this permit I assume responisibility for all work done by either JeId -Wen, Inc. 0' 4) P C P. P. 3) 0) 0) )` 0) 0 )) 1) ±) n z) 000 0 0 0 O 0) 0) 00 00 0) 4) 0) 0) 0 0 0 000 0 0 0 0 0 0 0) 0) 0 0 0)00 9 01 0) 9 5) 0) T 0.0 0 0 0 0 0 0 0) 0`,'0 0 0 0 0) 0 0) 0 0) 0 4) 0) 0 1) 7 fi 71 90 0s 9 ). 0 0 a) NOTICEaOi'' �( C'EzI' i f± r1CC:), 0 0) O) 0) 0) •• 0 0) 4) 9 )) )) ,,) 2 of 3 0) ACCEPTANCE No.: APPROVED EXPIRES SPECIFIC CONDITIONS 99- 1007.01 JUL 1 7 2000 JUL 1 7 2003 SCOPE This approves a residential insulated steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for•the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The DoorCraft "Gladiator" & "Energy Saver" Outswing Glazed Wood Edge Residential Insulated Steel Door w /Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No S -2004, titled "Challenge Gladiator Outswing Woodedge Door Double and Single Unit" Sheets 1 through 6 of 6 dated 12/01/99, bearing the ,Miami -Dade County Product Control approval stamp with the Notice of 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 This approval applies to single unit applications of pair of doors and single door, with sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane 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 County Product Control Approved ". 6. BUILDING PERiMIT 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 installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this systcm. Manue Perez; P.E. Product ' • trol Examiner Produc 'ontrol Division Jeld -Wen, Inc. • • • • • • • , • • • • • • • • • • • • • • • ••• • • • • • • • • • ACCEPT ANCE No.: • • • ••• • • •• • ••• •• :: • A1.PPROVCh • • • • • • • • • • • • • • • • • • • • • • • • • • EXPIRES •• ••• •• • • • •• NOTICE OF ACCEPTANCE: .• S • • • • • • • • • • • • 99- 1007.01 JUL 1 7 2000 JUL 1 7 2003 1. Renewal of this Acceptance (approval) shall' be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (S) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, 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, 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 purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the 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 engineer need not reseal the copies. 8. Failure to comply with any section of this acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Manuel P'er P.E. Product C T ! Examiner Product Control Division ENI) OF THIS ACCEPTANCE 3of3 r SHEET # DESCRIPTION 1 0. A. MAX. FRAME HEIGHT 97 -3/8" as 3 DOUBLE 8'0" WOOD FRAME (ANCHORS, ELEVATION) 4 DOUBLE DOOR HORIZONTAL CROSS SECTIONS .a DOUBLE DOOR VERT. CROSS SECTIONS (BILL OF MATERIALS) I 6 I COMMON (DOOR MODELS LOCK DETAILS) i i 1 1 1, n o TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES TYPICAL ELEVATION) 2 DOUBLE 618" WCCD FRAME (ANCHORS, EL 3 DOUBLE 8'0" WOOD FRAME (ANCHORS, ELEVATION) 4 DOUBLE DOOR HORIZONTAL CROSS SECTIONS 5 DOUBLE DOOR VERT. CROSS SECTIONS (BILL OF MATERIALS) I 6 I COMMON (DOOR MODELS LOCK DETAILS) r DESIGN PRESSURE RATING \� \ \�� WHERE WATER LTRAllON (G`1:IFEUGYi 1 6 n NE ED RC0UWE WA TRS I NOT *310(0 POSITIVE t 48.0 pal t 48.0 pet NEGATIVE - 51.0 pet - 51.0 pet • • • • • 6 6 6 6 0 0 0 (: F t; 9 6660, • G 1 G6666 G 6 6 0 6 6 6 6 6 6 6 6 6 6 30666 6 C 0 6 6 i OUTSWING OPAQUE DOUBLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES DoorCraft Steel GENERAL .S 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FCR MWAI -CAGE COUNTY. 2. WC00 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO T,RANSFE LOADs TO THE STRUCTURE. 3. PRODUCT ANCHORS AS USTED AS SPACED AS SHOWN ON DETAILS. ANCHOR ENBEOMENT 1.0,8. SHALL BE BEYOND WALL FINISH OR F . . ;'. IMPACT RESISA;R, P'i'c-'1`ERS NOT RECUIR ED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: r F F FTOR 6'8" WCCJ SEE TABLE THIS SHEET • - FCR 8'0" WL00 FRAME3; SEE TABLE THIS SHEET F'6. DIMENSIONSfir1E LINEN 116 INCHES UNLESS O SHOWN. r 6 „ dR f F 4664 -6-6 // P ,q�ITSWING II4SUlATE6 STEEL DOOR e, (Common to all frcme conditions) r 11 , n l t Door Leaf ConstruS Ian: , L C 6FoOs sh€.:ts: 24 go. (0.0201 minimum thickness, 6 6,Naniied steel A -525 commarciel quality - AKDO per ASTM 620 with yield strength Fy(min.) =24,600 psi. Core design: Expcnded polystyrene with 1.0 to 1.25 lbs. density. Construction: steel face sheets glued to expended polystyrene (EPS). with wood rails cnd Laminated Veneered Lumber stiles and a wood lock block reinf orcement. O.A. MAX. FRAME WIDTH 74 -1/2" 6' -8" HEIGHT COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) 0.A. MAX. FRAME WIDTH 74 -1/2" 8' -0" HEIGHT APPROVED AS COMPLYING WITH THE SOUTH FLORIDA RIDA BUILDING CODE D TE�li' N 00/ AIL • de BY PROD T 04TR0L DMSI BUILD 1 CODE COMPLIANCE OFFICE ACCEPTANCE N0. 00 /003.0 U W 0 -J Lit 7 U 0 a. If/BUILDING CONSULTANTS. INC: 813.684.3831 DATE: 9/25/00 Srxe N.T.S. Otto. ex: TJH CHK. BY: RW ORA*ING NO.: DC9921 SHEET 1 OF 6 T-" • • ••• • • • • 111,101 ,r•d. ` - �F ® FN O Y O 0 INACTIVE SEE NOTE #1 SHE 7 .25" MAX. SHIM SEE NOTE #1 SHE 3 O 3 1 HORI7ONTAL CROSS SFCT10N AT ASTRAGAL. TYP .15' MIN. COUNTERSINK 1.15' MIN. EMB. SEE NOTE #2 SHT. 7 ACTIVE 0 3 3 HORIZONTAI _CRASS SECTION AT LATCH JAMR TO RUCK. TYP EXTERIOR INTERIOR NOTES: 1. SPACING FOR #18A 1', 2 1/2', 4 ", 5 THE BOTTOM UP IS 2. ATTACH THE STRIKE ASTRAGAL USING A SEE NOTE #1 SHT. 7 IS AS FOLLOWS: FROM TOP DOWN 1/2 ". 13', 18" do 26 ". SPACING FROM THE SAME. PLATE AND THE DEADBOLT PLATE TO THE #8 x 2" LG. PHILLIPS FLATHEAD SCREW. .15" MIN. COUNTERSINK HORIZONTA! CROSS SECTION AT HINGE JAMB TO BUCK. TYP, 1. 5" MIN. EMB. 25" MAX. SHIM THK. JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 1 NO 6/29/00 DATE GENERAL REVISION TJH BY REVISIONS PRODUCT: OoorCro Steel OUTSWING WOODEDGE DOOR DOUBLE & SINGEL UNIT PART OR ASSEMBLY: HORIZONTAL 2 / 3RDSS 3/ 3IONS BUILDING CONSULTANTS. INC. 813.684.3831 APPROVED AS COM1IPLYINC WITH THE SOUTH 08115 BUILDING CODE 0 OF BY PROOUC. ' 01 DIVISION JURC.f:G CODE C0MMPL!AUg OFFIC, o•1E: 12/01/99 SCAM 1 /2 = 1 CMG. BY: TJH CHK. BY: RW ORAMOIC NO.: S -2004 SHEET 3 OF 7 DADE THD -18006 • • . ... • . .. • ... • • .. .. • • . • • • •..• • • • • J ELDWEN . .. . . .. ... DOORS &'4YIpD . : • . • • • • • • ••• ••• • • • • • • HURRICANE DOOR SYSTEMS SISTEMA PARR PUERTAS HURACANES Contains Acceptance No. 00- 10 Expires 12/02/2002 Contains Acceptance No. 99- 1007.01 Expires 7/17/2003 Notice of Acceptance and Approval /Installation Drawings Save for Builder and Inspector M I A M I•DADE • • • •• •• • • • • • • • • • • ••• • ••• • ••• PRODUCT CONTROt.N QT.IeE O ' ;1CtEPTANCE •• ••• • •••• .Ield -Wen, Inc • • • • • 3250 Lakeport Drive Klamath Falls ,OR 97401 • • • • •• • • • • • •, • ••• • • •• •• • ••• • • • • • • • • • •• ••• • • • • • ••• • • •• • • • • • • ••• •• • The expense of such testing will be incurred by the manufacturer. 'IIAci\II- DADE•COUNTY, FLORIDA METRO` DADS FLAGLER BUILDING 13UILDI;VG CODE: CO: \11'LI; \ \CE OFFICE .INTRO- D: \Oli FLAGLER I(('II.1)IN(i 140 WEST FLA(:LER STREET, SUITE 1603 \II: \`II. FLORIDA 33130 -l5,3 (305) 375 -2 2901 F: \X (305) 375-2905 CONTRACTOR LICENSING sI :c -r(o.\ (305) 375.2527 l'AX (303)373-233s CONTRACTOR i :NIORCI:\It VI DIVISION (305) 375 -296 FAX (305) 375.2903 I'ROI)t Cr COV'FROI. Divisio\ (305) 375.2902 FAX (305) 372 -6339 Your application For Notice of Acceptance (NOA) of: Series "DoorCraft'It Steel" Outswing Opaque W/E Residential Insulated Steel Double Doors - Inipact. under Chapter 8 of the Code of Miami -Dade County �,overning the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended For acceptance by the Miami -Dade County Building, Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify. or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 00-1003.04 EXPIRES: 12/02/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS • BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set Forth above. APPROVED: 01/11/2001 Francisco J. Quintana, R.A. Director \liami -Dale County Building Code Compliance Office \`,s0. 150001 \pc2000\ \templates \notice acceptance cover page.doc Internet mail address: postmasterebuildingcodeonline .con) , Homepage: Iittp: / /w•ww.buildingcodeonline.con) Jeld -Wen Inc. ••• • ,. • ••• • • - • ••• • • • • • • • • • • • '•' • • APPROVED • JAN 1 1 2001 • ••• • ••• . ••• E\PiR.i • .• • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists, of pages 1, 2 and this last page 3. 3 00- 1003.04 : December 02, 2002 •• • . • .. • • . • • . . • • 1. Renewal of this Acceptance (approval) shall be corlSidernd daub tedetVal' application has been filed and the original submitted documentation, including test•s.upporting data, 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: "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, 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 purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the 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 engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Manuel Perez, P.E. Product Co trot Examiner Product Control Division leld -Wen Inc. • • ••• • •. • • •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••••••• • • ••• • • • ••• • • • •. • • • • • • • • • • • • • • • • • • • • •. • • • ••• •••• • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS •• • • • •• ••• •. 1. SCOPE • • • 1.1 This revises the•got!icc of A ccp<ance•No. 99- 0624.05, which was issued on December 02, 1999. This approves a residential insulated steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The "DoorCraft® Steel" Outswing Opaque Wood Edge Residential Insulated Steel Double Door - Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No: DC9921 titled "Outswing Opaque Insulated Steel Double Door in Wood Frame" Sheets 1 through 6 of 6, prepared by R.W. Building Consultants, Inc., dated 09/25/00, bearing the Miami -Dade County Product Control approval stamp with the Notice of 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 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane 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 County Product Control Approved ". 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 installation. 6.1.3 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. ACCEPTANCE No.: 00- 1003.04 APPROVED SAN 1 1 2001 EXPIRES : December 02, 2002 Manuelerez, P.E. Product C ntr 1 Examiner Product -Control Division [DESIGN PRESSURE RATING \\ 'wH B BB SHEET 0. A. MAX. FRAME HEIGHT 81 -3/8" ton DESCRIPTION oa NEGATIVE COMMON (GENERAL NOTES, TYPICAL ELEVATION) argil I DOUBLE 6'8' WOCO FRAME (ANCHORS, ELEVATION) 3 DOUBLE H 4 1 DOOR HORIZONTAL CROSS SECTIONS 5 DOUBLE DCCR VERT. CROSS SECTIONS (BILL CF MATERIALS) 1 5 1 11 (DOOR MODELS, LOCK DETAILS` 11 ill [DESIGN PRESSURE RATING \\ 'wH B BB SHEET 0. A. MAX. FRAME HEIGHT 81 -3/8" PCSITIVE DESCRIPTION 1 NEGATIVE COMMON (GENERAL NOTES, TYPICAL ELEVATION) argil I DOUBLE 6'8' WOCO FRAME (ANCHORS, ELEVATION) 3 DOUBLE H 4 1 DOOR HORIZONTAL CROSS SECTIONS 5 DOUBLE DCCR VERT. CROSS SECTIONS (BILL CF MATERIALS) 1 5 1 r (DOOR MODELS, LOCK DETAILS` R ill [DESIGN PRESSURE RATING \\ 'wH TABLE OF CONTENTS SHEET # PCSITIVE DESCRIPTION 1 NEGATIVE COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 I DOUBLE 6'8' WOCO FRAME (ANCHORS, ELEVATION) 3 DOUBLE 8 WOOD FRAME (ANCHORS, ELEVATION) 4 DOUBLE DOOR HORIZONTAL CROSS SECTIONS 5 DOUBLE DCCR VERT. CROSS SECTIONS (BILL CF MATERIALS) 1 5 1 COMMON (DOOR MODELS, LOCK DETAILS` [DESIGN PRESSURE RATING \\ 'wH REOUIREIIENT ERE WATER INfLTRAi1CN CS NEELEO WHERE WATER INFILTRATION REOUREMENT IS NOT NEEDED PCSITIVE + 48.0 pet - r 48.0 per NEGATIVE — 51.0 per — 51.0 per • • • • • • • • • • • - •• • • • 000.� see, DoorC Steel OUTSWING OPAQUE DOUBLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES GENERAL 1. THIS PROCUCT IS C MEET THE SOUTH FLORIDA DUILDINC CODE t994 EDITION FCR MIAMI - CADE COUNT' 2. WOOD BUCKS BY OTHERS. MUST 8E ANCHORED PROPERLY TO WANSFE4, LOADS TO THE STRUCTURE. • • 3. P 3ODUCT AN�HORS.i AS USTED AS • • 6? E0 AS SHOWN ON ANCHOR • • •E° EDMENT TQ•81, SHALL 8E BEYOND ALL FINISH OR 6TUi _ _ 4 IMPACT RESIST CISSr1•1 ERS NOT RECUIREO. 5. DESIGN PRESSURE RATING SHALL RE AS FOLLOWS: • • • •'OR 6'8' WC0 •AES; SEE TABLE THIS SHEET • - FOR 8'0' W800 FRAMti: SEE TABLE THIS SHEET •S•AP DIMENSIONS LIVEN IN INCHES UNLESS •: E RWISE ST4ogt' • • • • • • •• •• •• • pVT INSULATEt STEEL DOOR • (Cowman to all frcrrle conditions) •••• • • • 00or leaf Constru, on? • • • •Fa! shells: 24 ga. (0.020') minimum thickness. • talvani ?ed steel A -525 commercial quality — AKDO per AST/4 620 with yield strength Fy(min.) =24,6C0 psi. Core design: Expended polystyrene with 1.0 to 1.25 lbs. density. Construction: steel face sheets glued to expended polystyrene (EPS). with wood roils end Laminated Veneered Lumber stiles and a wood lock block reinforcement. O.A. MAX. FRAME WIDTH 74 -1/2" 6' -8" HEIGHT COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) O.A. MAX. FRAME WIDTH 74 -1/2" 8' -O" HEIGHT APPROVED AS COMPLYING MATH THE SOUTH FLORIDA BUILDING CODE D'E ` va 0O/ LIPMF7 Aar • BY PR00 T ONTROL OMSIO BUILD I CODE COMPUANCE OFFICE ACCEPTANCE NO. 00 / 00 3 .04 U 0 co co a O v Z CO rn N. • V ¢ ¢ o Z 3 0 E�1 2 L ' r � z'a 3 0 ^ J g w M U CL m w 0 U1 Z 0 CC CC 74/BUILDING CONSULTANTS. INCA 813.684.3831 DATE: 9/25/00 saLE: N.T.S. owe. BY: TJH CHX. BY: RW ORAWINC NO.: DC9921 SHEET 1 OF 6 • •• • a.1 2 - . —5-2 6- I .uAX. I p 14' TYP, 14' TYP. {— k : q - i • •• • • • • • .. .• s • L' • t •• • • •I • •• ••-.-••• •• •• • • • • 14 TYP. • 14' TYR. •r • • 14 TY • o i p• � •• • • I I 1-I II ••, �_, 2" I 12--7 f - F•� -12 I I 12 "— • . • .MAX. MAX. 1 MAX. MAX. 6" ._ I -- r— •• ••• e •• • • • • ••• •' " • • Anchors TyNcaPOp{wala lam..! •• • •• A • • • eL 12t —12" I 12" VAX. 6 - 6" MAX. 1 MAXJ t 7 CR g OR • ANCHOR LOCATIONS 1 1 II 6 " r 5L 1T1 r O v (SHOWN FOR CLARITY OF VIEW) ID 6'8" 6 PANEL DOOR VIEWED FROM EXTERIOR APPROVED AS COMPLYING NATH THE SOUTH FLORIDA BUILDING CODE D'TE `! - 200( ii (.. IZ - 4 NTROL DIVISION BY PROD BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. G - f •O'¢ CC 0 e z CM C a) N- U Q cc o z Cv p ^ O ;� • - -) J W LI CO 0OQ a. LW 0 (y O Z ci7 3 mot. o S o no Z m 0 O 2 VII BUILDING CONSULTANTS. INC 813.684.3831 GTE: 9/25/00 SCALE N.T.S. DWG. BY: TJH CNN. BY: RW DRAWING NO: DC9921 seer 2 or 6 • • • • • • • •••• • • • • • r LI • 1 • • • •l• 5') 6" I 1r 17.2'' TY ?j I • • • . • • • ••• ••• • 17' TYP. • • 1 • • • • •lil • J.. •• 17' TYP. 1 I II Anchcrs Typiccl Opposite Jornh ••• . 17' TYP. •411••• • Zi • •• • • • 17' TYP.• •••• I2-- . . MAX. MAXH 6 I� I I I 1 ' MAX MAX 6 . 6' — 2 ° -- _ MAX. MAX. 6' 1 1 OORO MAX. MAX. I MAX. ANCHOR LOCATIONS - 8 ., 6" rl (SHOWN FOR CLARITY OF VIEW) ID 8'O" 6 PANEL DOOR VIEWED FROM EXTERIOR F APPROVED AS CCMFLY!I G WITH THE SOUTH FLORIDA CODE GATE Qsuc ZOO/ BY PROD' CT ONTROL DIVMSIOt• BUILCING CODE COMPL■14CE OFFICE ACCEPTANCE NO. 00 /003. 0¢ 0 0 a ov. z to 0) 01 a1 U Z 3 � x Z m = Lckl o • Lu ('1 U a L,.103 00Lc U Wpco Z tj moo? Q 050 0 C/11 C] cc Z 0 0 z 5? BUILDING CONSULTANTS. INC 813.684.3631 WE 9/25/00 s N . T.S. owc. By: TJH CHX. BY: RW DRAWING NO.: 0C9921 SIICET 3 or 6 • • .• • • • • • • • • • • • • • 1 -1/4" •• ••, • • • • • •••• • • •••• • • • • ••• •••• • • •••• •• •• • • • • • NOTE: 1C •• •• • • (TYg • IIC11l.LtATION INFO 24111 BUCK) It • • • ••• • • •• • • • • • 1.15" MIN. EMB. 1-3/4" 36.0" MAX. WIDTH ACTIVE PANEL 0. A. MAX. FRAME WIDTH 74.5" INTERIOR EXTERIOR O 4 HORIZON TA A,L CROSS I ION i . 5'8 AND 8'0 ASTRAGAL 79 X 1" PFH WS MAX. 13" ON CENTER 36.75" MAX. WIDTH W /ASTRAGAL INACTIVE PANEL W/ ASTRAGAL TYP. INSTALLATION HRU 2X W00 BUCK INTO MASONRY APPROVED AS COMPLYIIIG'MTH THE SOUTH FLORIDA BUILDING CODE DA E /1 zoo BY /� /, ��� PROM T C • TTROL OIvISION 4 EU101 CODE COMPLIANCE OFFICE ACCEPTANCE NO BO' /003.0¢ 0 0 0 a I Lu CO 0 0 < 0W a. � W 0 Zy OS0 V t l p 2 0 W In cc N o o� p 0 W � mQ z 00 0 0 NJ 0 m w 0 0 z z z O BUILDING ONSULLANTS. INC 813.684.3831 CATE 9/25/00 suLe N.T.S. DWC. BY: TJH CHX. BY: R'N DRAWING NO.: DC9921 SHED' 4 OF 6 ITEM DESCRIPTION 1 N/A 2 Hinge jamb (1 -1/4" x 4 -1/2' Wood Jamb) — PINE 3 Head iamb ( 1 -1/4' x 4 -1/2" Wood Jamb) — PINE 4 4" x 4 butt hinges 12ga.(.097 ") C.R. STEEL 5 N/A 6 '9 X 1" PFH wood screw (hince to frame) 7 g 8 x .3" PFH wood screw 8 110 x 2" PFH wood screw 9 1/4" tapcon (1 -1/4" into masonry) ITW BUILDEX TAPCON INOA N 96- 1226.03) or ELCO TAPCON (NOA # 97- 0731.15) 10 N/A 11 N/A 12 Bumper threshold (1 -1/4 "x 4 5/8 x 5/8" extruded alum.) 13 Compression weatherstrip Schlegel 0 —Lon ODS 650 14 Extruded Aluminum Astragal (Imperial N ANH) - 15 #9 x 1" PFH wood screw 16 Face sheet 24ga.(.020 thk.min)galv.steel A -525 Fy= 24,600 psi. 17 N/A 18 Top Rail (wood 1.67' x 1.042') 19 Bottom Rail (wood 1.067" x 1.065') 20 Side Stile (wood 1.067' x 1,042' laminated veneer lumber) 21 Wood lock reinforcement (1.67" x 2.75" x 4.75'2 22 Astragal Throw Bolt ( Steel .31' diameter 19.25 long) 23 N/A 24 N/A 25 N/A 26 Astragal Reinforcement Plate — located too and bottom of Astragal (1.125" wide x 18.0' long X .060" thick steel Attached with 8— #6 x I"' PFH Wood Screw 27 Kwikset titan series lock 4 200 28 Kwikset titan series deadbolt # 600 29 #8 X 1 -1/2" PFH WS 30 Masonry wall . 31 2x wood buck 32 Exponded Polystyrene - (1.0 .to 1.25 Ib. Density) DYLITE MFG. EY JELD —WEN 33 1/4" max. shim space 34 Wcod lock reinforcement (1.67" x 2.75" x 11.875 ") 0 c ( c o c 0000 C. o coc c 0000 0 00000 0 c ccccc 0 C 0 0 c 0 o•0 Lc o J r" nn � w Fi 00g] c c f (7C c c c c c co c � c 1 1 co tcl J J w w z Z c a X G � 33 i 0 O C a:0 c c '1 E o O OCOX cocoE y coc01 t oc cc (' 0 0 0 0 0 c c c O ( c c c o c, c I c 1.75' WCC C CR MASONRY SUBSTRATE (TYPICAL) 4 9/16' r -"- -- 4 -5/9' 1.15' min. Brio. 1 48 PFH WS IN W000 SUBSTRATE(MIN. 1.15 EMe.) OR TAPCCN TYPE ANCHOR FOR MASONRY SUSSTRATE(MIN. 1.25" EMB.) APPROVED AS COMPLYING WITH THE SOUTH FLORIOA BUILDING CODE DATE 4'/uG' !1200/ BY PRCDI.. ^. NTROL DIVISION BUILDING CODE CO.VPUANCE OFFICE ACCEPTANCE 110 . 00 "/003.0 ¢ CC Z c‘f m rn U Q Q z 3 o N Z ? 0 N — Lu (h C) 0 a 0 O • W BUILOINO CONSULTANTS. INC 813.684.3631 DATE 9/25/00 SCALE; N.T.S. DWG. WC TJH CHK. Eft. RW DRAWING NO.: DC9921 SHEET 5 or 6 O U, U U U .. V - • 1 J J 0 J ,. U U O y U J U U U Jeld -Wen, Inc. ACCEPTANCE No.: 99- 1007.01 l • / U J_ J J J 2 of 3 U APPROVED EXPIRES y ue NOTICE- OrA'CE - lift CC: SPECIFIC CONDITIONS JUL 1 7 2000 JUL 1 7 2003 1. SCOPE U 1.1 This approves a residential insulated steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The DoorCraft "Gladiator" & "Energy Saver" Outswing Glazed Wood Edge Residential Insulated Steel Door w /Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No S -2004, titled "Challenge Gladiator Outswing Woodedge Door Double and Single Unit" Sheets 1 through 6 of 6 dated 12/01/99, bearing the Miami -Dade County Product Control approval stamp with the Notice of 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 This approval applies to single unit applications of pair of doors and single door, with sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane 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 County Product Control Approved ". 6. BUILDING PERMIT REQUIREi\IENTS 6.1 Application for building pernlit 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 installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in ordcr to properly evaluate the installation of this system. tManue Perez; P.E. Product ' . trol Examiner Produc ontrol Division MIAMI -DADE Jeld -Wen, Inc 317 Highway 97 N. Chiloyuin The expense of such testing will be incurred by the manufacturer. Acceptance No.:92- 1007.01 Expires:07 /17/2003 Approved: 07/17/2000 •OR 97624 Internet mail address: postmaster @buildingcodeonline.com • • • • • ••• • • •• • • • • -D :ODE COUNTY. FLORIDA • • • • • • � IETgO -DADE FLAGLER BUILDING • BUILDING CODE COMPLIANCE OFFICF. ••• • ••• • •••METRO DADE FLAGLER BUILDING • • • . • •• •• • • • Inu \VEST FLAGLER STREET, SUITE 1603 • • • • • • • NIIANII. FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF A:QC P'TAf'{C1 • (305) 375.3101 FAx (305) 375•2903 CONTRACTOR LICENSING SECTION •• (305) 375•25:7 FAX (305) 375.2553 •• ••• • •• • • • • • • • • • • • 3ONTRACTOR ENFORCEMENT SECTION • • • ••• • • • • • • • (305) 375.:960 FAX (305) 375•2945 PRODUCT CONTROL DIVISION (305) 375.2901 FAX (305) 372.6339 Your application for Product Approval of: DoorCraj! "Gladiator" "Energy Saver" O/S Glazed {V /C Residential Ins. Steel Door under Chapter 8 of the Code of Miami-Dade County `goverlllllg the USe or Alternate v'laterials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid alter the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite Or manufacturer's plant for quality control testily,. 11 this product or material falls to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval. it it is determined BCCO that this product or material tails to meet the requirements or the South Florida Buildinu Code. Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC ANI) GENERAL CON BUILDING CODE & PRODUCT REVIEW COINIITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building, Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco S. Quintana. R.A. Director I or 3 vlianli -Dade County Building Code Compliance Office Homepage: http : / /www.huildingcodeonline.com Jeld -Wen, Inc. • • ••• • • • •• ••• •• • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• ••• • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ACCEPTANCE No.: 99- 1007.01 APPROVED JUL 1 7 2000 EXPIRES JUL 1 7 2003 • • •• • • • • • • • • • • • • • NOTICeprik gEr:TANCC. SPECIFIC CONDITIONS 1. SCOPE •• •• • ••••••• 1.1 This approves a residential insulated steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The DoorCraft "Gladiator" & "Energy Saver" Outswing Glazed Wood Edge Residential Insulated Steel Door w /Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No S -2004, titled "Challenge Gladiator Outswing Woodedge Door Double and Single Unit" Sheets 1 through 6 of 6 dated 12/01/99, bearing the Miami -Dade County Product Control approval stamp with the Notice of 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 This approval applies to single unit applications of pair of doors and single door, with sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane 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 County Product Control Approved ". 6. BUILDING PERMIT REQUIREiv1ENTS 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 installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in ordcr to properly evaluate the installation of this system. 2 of 3 Manue Perez; P.E. Product ' . trol Examiner Produc ontrol Division 1.75" • • •• • • • • • • • .625" - -{ - 1.25" MIN. EMI. 1.25" L._ MIN. EMB. .625" -1 .25" MIN. I COUNTERSINK cn b X N z x z 1.25" MIN. EMB. • 79.75" MAX. PANEI. HEICHF • • • • • • ••• • • • 0 ••:.. 071• •• •0 • • x • • • 32.25" MAX. D.L.O. 81.25" MAX. OVERALL FRAME HEIGHT 81.25" MAX. OVERALL FRAME HEIGHT 79.75" MAX. PANEL HEIGHT 63.8175" MAX. D.L.O. 79.75" MAX. PANEL HEIGHT 81.25" MAX. OVERALL FRAME HEIGHT 63.8175" MAX. D.L.O. ®e a ©ee \p k .0 • . .••• • • a .15" MIN. COUNTERSINK .15" MIN. COUNTERSINK .25" MAX. . SHIM THK. .15" MIN. COUNTERSINK .25" MAX. SHIM THK. 1.15" MIN. EMB. 1.15" MIN. EMB. • ••• Jeld -Wen, Inc. PRODUCT: 000 0. 0 O o00 0 0 0 - ^ o 0 0 00 00 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 n - 0 0 0 0 000 0 ■ GOO 0 0 000 0 • • • • 0 • • • • • ••. • • • ACCEPTANCE No.: 99- 1007.01 ^0 0 000 • A01 ••• • EXPIRES • ••• •• • • • •• NOTICE OF ACCEPTANCE: .• STAMAIkIi4QNDITIONS • JUL 1 7 2000 JUL 1 7 2003 • • ••• • • • • • • • 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc 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: "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, 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 purpose. • 6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the 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 engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall b.e cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists or pages I, 2 and this last age 3. Manuel .L__ ___„erez P.E. Product C (o11Trc�I Examiner Product Control Division ENI) OF TIIIS ACCEPTANCE 3of3 DESIGN PRESSURE RATING j� /// WHERE WATER INFILTRATION REQUIREMENT IS NEEDED POSITIVE + 50.0 PSF NEGATIVE — 46.0 PSF TABLE OF CONTENTS DESCRIPTION MON (GENERAL ,NOTES, TYPICAL ELEVATION) 1CAL CROSS SECTIONS ONTAL CROSS SECTIONS 13, 2,3 & 3/3 ONTAL CROSS SECTIONS 1/4, 2/4 &• 3/4 -IORING LOCATIONS -!ORING LOCATIONS & DOOR MODELS OF MATERIALS & GLAZING DETAILS • • • • • • • • In • • •••• 0 • INACTIVE SEE NOTE SHT. 7 .25" MAX. SHIM SEE NOTE 11 SHT. 3 4 2 cn 0 3 1 HORI7ONTAL CROSS SECTION AT ASTRAGAL. TYP. .75" MIN. COUNTERSINK 1.15" MIN. EMB. W • ZQ EL z z 0 (/) SEE NOTE 12 SHT. 7 ACTIVE 2 Y Z N 0 0 3 3 HORI7ONTAI CROSS SECTION AT LATCH JAMR TO BUCK. 7YP, NOTES: 1. SPACING FOR 118A 1", 2 1/2", 4 ", 5 THE BOTTOM UP IS 2. ATTACH THE STRIKE ASTRAGAL USING A SEE NOTE ,1 SHT. 7 IS AS FOLLOWS: FROM TOP DOWN 1/2 ", 13 ", 18" & 26 ". SPACING FROM THE SAME. PLATE AND THE DEADBOLT PLATE TO THE #8 x 2" LG. PHILLIPS FLATHEAD SCREW. .15" MIN. COUNTERSINK HORIZONTAI CROSS SFCTION AT HINGE JAMB TO BUCK. TYP, 1. 5" MIN. EMB. .25" MAX. SHIM THK. JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 6/29/00 DATE NO GENERAL REVISION TJH BY REVISIONS PRODUCT: DoorCroft Ste& OUTSWING WOODEDGE DOOR DOUBLE & SINGEL UNIT PART OR ASSEMBLY. HORIZONTAL 1/3, / Rur BUILDING CONSULTANTS, INC. 813.684.38.31 APPROVED AS COMPLYING WITH THE SOUTH 081 A BUILDING CODE DA 7^/.. � // " BY �1f : PROOUC DL DIVISION BU:!G,YG CCOE COMPLIAy% °FFIg .rcr ?iarr! No. 9/_ q _a_' DATE 12/01/99 SCU.E:1 /2" = 1" DWG. er: TJH CHI(. Br: RW DRAWING NO.: S -2004 SHEET 3 OF 7 • • DoorCraft Steel GLADIATOR and ENERGY SAVER ING WOODEDGE STEEL DOOR WITH WOOD FRAMES )DUCT IS DESIGNED TO MEET THE SOUTH FLORIDA CODE 1994 EDITION FOR MIAMI —DADE COUNTY. JCKS BY OTHERS. MUST BE ANCHORED PROPERLY SFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED AND SPACED AS' ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL E BEYOND WALL DRESSING OR STUCCO. RESISTANT SHUTTERS REQUIRED. 3 PRESSURE RATING SHALL BE AS FOLLOWS: =SIGN PRESSURE RATING TABLE SHEET ONE. i ARE AN OPTION AND CAN BE IN A DR DOUBLE CONFIGURATION. ITEM DOES MEET THE WATER REQUIREMENTS I —DADE COUNTY. • GENERAL NOTES RE IDENTIAL 1 ED STEEL DOOR 44Common to ,p fro re conditions) Apt idnstruction: beets: 24 ga.: (0.021 , minimum thickness, <0.018 ") miryryiyy • t ickness, galvanized —525 commercial quality — AKDO 74.1 620 with ielel strongth Fy(ove.)= 24,600 psi. 'es1P :.Expan d invyrene with 1.0 to Ts. density. i1k1h: Steel (c•e, sheets glued to expanded r r rry�e CEPS), With wool rails cnd laminated 1GRibber s tiles 'and •a wood lock block vment. . • •• Construction: rI head curbs and side jcmbs joln•ed pine soveyryip 4 .5625" x 1.25 ". The Tad side jambs are mortised, butted and joined (3) W/8" x 2r wirswstaples. The threshold used t luminum outssvint bu•lpface measuring 4.625" 121 1 7 4.5" MAX. OVERALL WIDTH 36.75" MAX. PANEL 7 71 WIDTH W /ASTRAGAL ANL IF/ 0 DOIIAI F DOOR ELEVATION 105.25" MAX. OVERALL WIDTH — 21.8175" 14" MAX. MAX. D.L.O. PANEL WIDTH MAX. WIDTH SINGLE DOOR W /SIDELITES ELEVATION 15.5" MAX 37.5" MAX. OVERALL WIDTH FRAME WID TH 0 0 0 GI A7FD DOOR SHOWN FOR CLARITY OF VIEW (VIEWED INTFRIOR) 68.5" MAX. OVERALL WIDTH — SING/ F DOOR Fl FVATION 6" MAX. D. L.O. 19.625" MAX. D.L.O. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT� SY _ ; Pncour, CC.:1.' Dr: `S U1 lTi iCE 'ccr.PL:Nc_ � c f 'DO . CC Z it em z _?0 b ^$ • w M U a 0 0 0 a J m a N 0 0 0 m 10 a 0 0 Z 0 LT) BUILDING CONSULTANTS, INC 813.684.3831 DATE: 12/01/99 SCALE: N. T.S. DWG. BY: 7JH cra. B: RW DRAWING NO.: S -2004 SHEET 1 Cr 7 DOUR! F DOOR W /SIDELITFS Fl FVATION 36" PANEL o ci Zn m It 10 • • • • • • • • • •• • ••• 0 ArA r 0 . • .'• . . ,o a y .. •r •. • ffi4•, 4. . • • 4 • •, wch • • • • • • •• • ••••• • • • • • 25 'MAX. • • SAIX1 • • • • •_ •• •• � 1.15" MIN. EMB. FXTFRIOR n • • • • • • • • • •• O 4 X SSY • Q � o 3 HORI7ONTAI CROSS $FCILON 4 AT SIOFI ITF TO HINf :F JAMB, TYP .15" M N. COUNTERSINK JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 .15" MIN. COUNTERSINK SEE NOTE #1 SHT. 4 1 NO. 6/29/00 DATE SEE NOTE //1 SHT. 7 HORIZONTAL CROSS SECTION AT SIDELITE TO BUCK. TYP, FXTFRIOR g INTFRIOR GENERAL REVISION TJH BY REVISIONS 16_� w INii .� o k► Ell Q _E XTERIOR m SEE NOTE #1 SHT. 7 SEE NOTE #1 SHT. 4 PRODUCT: DoorCraft Steel OUTSWING W00DEDGE DOOR DOUBLE & SINGEL UNIT PART OR ASSEMBLY: HORIZONTAL L CROSSE TIONS 1 /4 , 2/4 & 34 BUILDING CONSULTANTS. INC. 813.684.3831 .15" MIN. COUNTERSINK NOTES: 1. SPACING FOR ITEM #33, WHEN USED TO ATTACH THE SIDELITE TO THE SIDELITE JAMB IS AS FOLLOWS; FROM THE TOP DOWN 6" & 30 ". THE SPACING FROM THE BOTTOM UP IS THE SAME. APPROVED AS COMPLYING WITH THE SOUTH F ORI. BUILDING COOE 2� L,pONIRDL DIVISION .) N: 7 O 7 O G CODE COMPLIA Q O04 FP f KEEPU: :CE NO. _ X y Z O CPI SEE NOTE 11 SHT. 7 O HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB. TYP, DA15 12/01/99 soue:1 /2" = 1" DWG. BY: TJH WK. BV: RW DRAWING ND.: S -2004 sNErr 4 OF 7 • • • • • • 1 . h •• •• • • • • • • • • • 1 --i t--6 1 6 " I-- I O 1 5 TYP. • •• J •••,• • .�•• •••t• • •• • • • • ••• •• • •• 6 •• •• • • • • • ••• • •••• • S(!GI E DQpR • L11OR1NG LOCATIONS • •••• AT •••• • • • • DE'AII F ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 4 DETAIL "G" HINGE DETAIL, SEE DETAIL "F" 3 " — DOUBLE DOOR W /SIDELITES ANCHORING LOCATIONS • 1- • • ,1 4" ` 4 " APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU 1DING CODE D.;T EY F•F.CCDC ',:itD: DFV:S:0N C[ YLI XL NU y • w oT•u U O a J O] W K 0 CC a 0 z 0 F 0 O 0 m m w 0 O z V7 z 0 rn 5 ?' BUILDING CONSULTANTS. INC 813.684.3831 are: 12/01/99 sum N.T.S. owG. Err: TJH CHK. BY: RW GNAWING NO.: S -2004 SHEET 5 OF 7 4 i "� � -- �... I-6 y 6 "—I F 4 " - — ` — 101 1 . 5 1 0 ® i 5 O ®11 1Q91 1 • 1 1 -- 4" — 6" — 1- —1 6" — f — 4. • In • • ••O •••I• • . •••• • •• • • • • • • • • ••••0j SEE DETAIL "C" SHEET 5 • • • •• • • •• f 3" if 3 N 1 6 • 11— • • • • • • • •• • • •••• • • • • •••• •• •• 1P. 1 l 1 —11 5 • • •• •• 4 • • • • • • —• • • • • • • •• TYP. I 111 1 —1 1 • •• •• • • • •• • 1• • 0 0 / 1 3" , • 36.0" MAX. PANEL WIDTH SEE DETAIL "F" SHEET 5 3" DOUBI F DOOR ANCHORING I ()CATIONS 0 0 a a / / o 0 a a O o co L 1 1 4" 1:1 A7FD DOOR MODE! S SIDFI ITF MODFI S IP • • 1 h d SINGLE DOOR W /SIDELITESANCHORING LAYOUT - 15.25" MAX. PANEL WIDTH 1 / / v 4" 4" 3 3 APPROVED AS COMPLYING WITH THE SOUTH F ORIOA BUILDING COOE DAT _! Q a O B., _ _.- _ _sly Fi.CDIuCT r " :; 101 D!V?S:O? 101:0:1,0 CDOE C 1PL!A :� E OIFICE . !'�iF'1 "C: NO Y9- On . os U O 0 z U 8 O`I e m w 0 0 z In z 0 cc cc 5 ?" BUILDING CONSULTANTS. INC 813.684.3831 DATE 12/01/99 SCALE: N.T.S. DWO. BY: TJH CNN. BY:- RW ORAWNG NO.: S -2004 SHEET 6 OF 7 • • • • • • • • • •• L INTERIOR •• •• • • • • • •••• • • •••• •• • • • • INTERIOR EXTE • EXTEA8I; • • • • • 0 0 • •• • • • • • • • • • • •• •• • • SEE NOTE #2 .5 " GLASS BITE SEE NOTE /11 GLAZING DETAIL FUII I STE k SIOFIITE .5" GLASS BITE GLA7ING DETAIL VFNT IITF 0 .S .25" STEEL SPACER ] F- .5' STEEL SPACER N. 5 U .125' INSULATED TEMPERED GLASS .25' AIR SPACE .125" INSULATED TEMPERED GLASS .125" INSULATED TEMPERED GLASS .5" AIR SPACE .125" INSULATED TEMPERED SLASS Item 4 5 7 7A 78 8 10 1.1 12 13 TOP RAIL (1.67 x 14 15 16 17 18 18A 19 20 21 22 23 24 25 26 27 28 29 30 .31 32 33 DESCRIPTION HINGE JAMB (1 1/4" x 4 1/12 ") HEAD JAMB (1 1/4" x 4 1/2 ") 4" x 4 BUTT HINGE 12GA. (.097" MIN) 19 x 1' PHIWPS FLATHEAD WOOD SCREW (HINGE TO FRAME) 18 x 2 1/2" PHIWPS FLATHEAD W000 SCREW 110 X 2" PHIWPS FLATHEAD WOOD SCREW (HINGE TO BUCK) 1/4" TAPCON r 2 1/8" FOR 000RS & 2 1/2 FOR SIDEUTES TTW BUILDEX TAPCON (NOA 1 96- 1226.03) OR ELCO TAPCON (NOA /1 97- 0731.151 BUMPER THRESHOLD (1 1/4'x4 5/8 "x5 /8" ) COMPRESSION WEATHERSTRIP 0 —LON ODS -650 EXTRUDED ASTRAGAL (IMPERIAL 1ANH) 19 x 1" PHIWPS FLATHEAD WOOD SCREW - FACE SHEET 24GA (GALVANIZED .021" MIN.) FA SH a _ AVA I D .1 .1" MIN 1.042") BOTTOM RAIL (1.67" x 1.065 ") SIDE STILE (1.067" 1.065 ") ASTRAGAL THROW BOLT 0.31" x 19.25 L //8 x 1/2" L. TYPE AB" PANHEAD SMS ASTRAGAL REINFORCEMENT PLATE LOCATED TOP & BOTTOM OF ASTRAGAL, ATTACHED/W 8 —//6 X 1" PHILLIPS FLATHEAD WOOD SCREW KWIKSET TITAN SERIES LOCK KWIKSET TITAN SERIES DEADBOLT LATCH SCREWS (SEE LOCK INSTRUCTIONS) MASONRY WALL 2x WOOD BUCK DYUTE EXPANDED POLYSTYRENE (1.0 TO 1.25 lbs. /cu. ft. MIN. DENSITY) 1/4" MAX. SHIMS WOOD LOCK REINFORCEMENT FULL UTE & SIDEUTE FRAME ODL POLY PROPOLENE 1/2" OVERALL INSULATED TEMPERED GLASS LATCH JAMB (1 1/4" x 4 1/12') #8 x 1 1/2" TEK SCREW (LITE FRAME) VENT UTE FRAME ODL POLYPROPYLENE 3/4' OVERALL INSULATED TEMPERED GLASS (VENT UTE PANELS) //8 x 2 PHILLIPS FLATHEAD WOOD SCREW 34 BLANK JAMB (1 1/4" x 4 1/12 ") Material W000 W000 STEEL STEEL STEEL STEEL STEEL STEEL STEEL ALUMINUM ALUMINUM STEEL GALV. STEEL WOOD WOOD W000 STEEL. STEEL W000 STEEL CONC. WOOD W000 WOOD GLASS WOOD STEEL CLASS STEEL WOOD NOTES: 1. SPACING FOR ITEM 130 (//8 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR SIDEUTES & FULL UTES: TOP & BOTTOM; SIDEUTE (2) SCREWS 2" IN FROM EACH CORNER. FULL UTES (3) SCREWS 3 " IN FROM EACH CORNER, & (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25 ". 13.75 ", 26.5 ", 39.375 ", 52.0" AND 62.625 ". 2. SPACING FOR ITEM #30 (//8 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM 2.5" IN FROM THE CORNERS & (1) IN THE CENTER. SIDES; 3.25" FROM TOP CORNER & (3) MORE AT 10.375 ". APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D.AT .i 1 . 00 SI _ PROOUL ^6TRCL OIViSION BURINTIC CODE COMMAS OFFICE ACCEPTANCE 60. 9= n% cc a. a o � o u0 - .— Lr) z_ " ' -0 t23z o 3m ER �o 0 m w 0 O rn m w O 0 . . 9UILOWG CONSULTANTS. INC, 813.684.3831 DATE: 12/01/99 _ N.T.S. DWG. DT: TJH CNK. NY: RW DRAWING HO. S -2004 SHEET 7 OF 7 PROPERTY OWNER New Construction �) \ame 54. Re.-.6e Enclosure Addy"' Sf 1S Ne ` ykto-wc c SNa S 12 31? Alteration Exterior 1 Home Telephone 3 V , 7._ _ , ,_, Repair Business Telephon u) a _ i( (9_,c) I Alteration Interior Fax Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other Step 1. Step 2. • • • • • • • ••• • • • • • • • • • • 0,0 • • • • • • • • • *•. PERMIT APPLICATION ••• • ••• • ...Master Permit No. • • • •• • ' : : .• • • ; ; *Subsidiary Permit No. • ••• •••• • • • • INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: •• • • • •• '••• • • Complete the attached permit applie'a nevhechpitst be signed py the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more aytueat :precriig et'your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application • • • • • • • • • Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION ob Address: / Address Folio Number Lot Block Subdivision PB Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax 01/04( ( Skoge-s j( l gg Apt. City / State Zip )Description of Work 1)00g- f r.,1' I A-4-e es-e14-)f- C - don 2 P aP•e.0 p 601-0k k w crizi< PG Zoning Linear Feet Square Feet Units Floors Value of Work S --() Bldg Value ax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOURVALI»WED PEI1vIII'E1ND PtlitelIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN VEAT NITTRYCON1)ITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIn AVE;DC.BgIS: • . • 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT 01 V C required for work in or near the street/sidewalk. ••• • • • • • A •�' • • • NOT BE USED FOR STORAGE. A bond is • 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. OF . ORIDA, COUNTY • F MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE 1 Signatur of Owner Print Name `p..• -• to and subscribed before me this 2. day of tr attire of i . IA STA ry Public - tate of on • • • ••• • • • • • ••• • • • • • • • • • • • • ••• • •• • • • Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida PERMIT APPLICATION SEAL: SEAL: r.. Angela M Becker ''commission DD15� Personally known OR, Produced :Identi4 rt q // Personally known OR, Produced Identification Type of Identification of Identification Produced: ELECTRICAL TYI'li Minimum Fee QTY. 'I'1'PF. Dryer • • _ Q'I i'- 'FVI'E ;Outlet, Appliance QTY. "I'1'1'I? Service Repair QTY. A/C Central 1 -3 Ton Fan • • • • Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL T1'1'1: Minimum Fee QTY. TYPE Condensate Drain QTY. '1'1'1'1? Generator QTY. TYPE Refrigeration, Tons Q'I'1'. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING '1'1'1'1: A/C Condensate QTY. TYPE Drains, Roof QTY "I'1'PE Miscellaneous Fixture Q'fl' TYI'E Soakage Pit Q'I'1 Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply • Page 3 • • • • • ti • • • • • ••• • • • • • • • • • •o• • • • ••• • ••• • • • • • • • • • • • ••• • ••• PERMIT APPLICATION • • • INSTRUCTIONS: Please indicate t. typ: c 1Lork be n neif 41 ormed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ••• • • • • le • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• • • • ❑ PROOF OF OWNERSHIP • (Attach) •• ••• •• • ❑ FIRS / DERM AP0OV/4 • • (Septic / Sewer) • • • • • • • ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine $ Zoning Review Notary $ 5 SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE �3 ••• • • • • (s .ft. x/1000 x (¢.005 /sq.ft.) (¢.01 /sq.ft.) • • • • • ❑ CON DO ASSOCIATION APPROVAL • • (Attach) • • PERMIT APPLICATION • 1:1 31 R:IPPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ ISSUING OFFICIAL_ REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL o (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com