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185 NE 100 St (6)Inspection Number PL 1 Inspection Date: 04/25/2006 Inspector: Grande, Claudio Owner: NEWMAN, FREDERICK Job Address: 185 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ZABET BUILDERS INC Building Department Comments Monday, April 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 05)795-2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: emit Nurri Phone Number (305)757 -1073 Parcel Number 1132060132070 Lot: Phone: 305 -430 -0840 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number PL 1 Inspection Date: 04/25/2006 Inspector: Grande, Claudio Owner: NEWMAN, FREDERICK Job Address: 185 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ZABET BUILDERS INC Building Department Comments Monday, April 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 05)795-2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: emit Nurri Phone Number (305)757 -1073 Parcel Number 1132060132070 Lot: Phone: 305 -430 -0840 Page 2 of 2 Permit Number: WS -4 -06 -988 Invoice Number: WS -4 -06 -24567 Applicant: FREDERICK NEWMAN Company Name: Date 04/21/2006 Permit Receipt Payment Type CheckNum Check 2246 Amount $121.55 Total Payment: $121.55 Friday, April 21, 2006 Page 1 of 1 Issue Date: 4/21/2006 Owner's Name: FREDERICK NEWMAN Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 185 100 Street NE Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 10/15/2006 Contractor(s) ZABET BUILDERS INC Phone 305 - 430 -0840 Primary Contractor Yes Comments: REPLACE KITCHEN WINDOW WITH IMPACT RESISTANT WINDOW Type of Work: IMPACT WINDOWS No of Openings: 1 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $5.00 $110.00 $3.00 $2.75 $121.55 Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -4 -06 -988 Phone: (305)757 -1073 1132060132070 Lot: PB: Total Square Feet: 0 Total Valuation: $ 750.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number Amt Due WS - 4 - 06 - 24567 $121.55 Total: C1 Z APR 21 PAID Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305 SC, 756.8972 BUILDING 8 l '' Permit No COC:5, — -91&3 PERMIT APPLICATION B Y : .. (� . Master Permit No. FBC 2001 Permit Type (circle): Elect it cal Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Fri (ley / • N etvn, !, n Phone # 3 8S = Owner's Address / ' S /n/ 4 £ Y� �" f G City0, � T S° O ro S State F c Zip 3 3 ,,3 6 Tenant/Lessee Name Phone # �-- Job Address (where the work is being done) /R`r A E Aoo City Miami Shores Village County Miami -Dade Zip 33 e Is Building Historically Designated YES NO Contractor's Company Nam 4 I e e Contractor's Address / 8 22 IA) Z1 c! • City ©l , C t( V State � Zip Qualifier Phone # State Certificate or Registration No. CCf ( /37, S `� 7 Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: EAddition ❑Alteratio ❑New g Repair /Replace ❑ Demolition Describe Work: de..Q p.� d(/i (P T ll/iN4o) Submittal Fee $ 0 Permit Fee $ 11 L Notary $ Training/Education Fee $ Total Fee Now Due $ ( Z . 55 (Continued on opposite side) * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Phone # Square Footage Of Work: CCF $ Technology Fee $ 3 0S -33 3 CO /C Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ INK ZL 4L APR 2 1 PAID Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) c4 Q s ,0 R F , -►:, .e PO 'A,A' S'3 6a7/ Mortgage Lender's Address City 130 0 Mire.2 State n ar "•'• 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 Agent The foregoing instrument was acknowledged before me this kS The foregoing instrument was acknowledged before me this ,, day af4F 1 L, 20C� b y L£ Ic c l\ &JHAI�y of APO. I L , 2�0, by O P. ... H who is personally known to me or who has produced who is personally known to me or who has produced I D NOTAR, PUBLIC: Sign: ( Print: ��` iO' , y L 2 1111 OF P My C mi sion Expires: '' �. r. Commission # DD476455 M '`one Atlantic Bonding Co., Inc Chc 05/13/03 As identification and who did take an oath. APPLICATION APPROVED BY: ID NOTARY PU Sign: Pr' /a g3 00/4 L1 as identification and who did take an oath. N OTARY PUt F, l , , z . ��. �• is t X476 Com � issionlExpW�e 1 r'� SEp 27 tic Bondi / 2 � 9 * . * * * * * * * * * * * * * * ** * * * * ** *�xSl- *I23c * * * * * * * ***************************** * * ******************************************** I* * * *I* * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: IS C alC /bd - S' eet Permit No. Opening ID Description of Window or Door or Mullion UV/A/M OW Product Acceptance Number 0 a - oyt9Y /a . -z Product Approval Design Pressure ( +) PSF ( -) PSF Opening Design Pressure ( +) PSF ( -) PSF Rough Opening Size r FYarx3 e Shutter Required Mullion Required Impact Yes / No Yes / No Yes / No w • • • • .. 1• . . • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • • • • •• • • • • • • • • • • • • ••• • • ••• • • •• • • • ••• • • • • • • • • • • •• S � • qg- • •• • • .• • • • • • • •• . • . . • . • • • ; I�IA�II FLORIDA • • AtNO FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • • • rivret,'FLCtIDA 33130 -1563 • • • • : ?10;) 31 •29Q1 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HR 710" Aluminum Horizontal Sliding Window— Non - Impact & Impact Resistant APPROVAL DOCUMENT: Drawing No. 4111, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 5, prepared, signed and sealed by Robert L. Clark, P.E., dated 4/17/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 the request of the Building Official. This NOA revises NOA # 01- 0518.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0419.12 Expiration Date: July 30, 2006 Approval Date: May 23, 2002 Page I 63.000 MAX WINDOW WIDTH 48.000 53.125 60.000 66.000 72.000 74.000 26.000 NEG POS -55.5 -55.5 -55.5 -55.5 -55.5 -55.5 55.0 55.0 55.0 55.0 55.0 55.0 38.375 NEG POS -55.5 -55.5 -55.5 -55.5 -55.5 -55.5 WINDOW HEIGHT 55.0 55.0 55.0 55.0 55.0 55.0 74.125 MAX x 0 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 REQUIRED 6.) REF. TEST REPORT FTL -1821 DESIGN PRESSURE RATING FOR GLASS TYPE B 3/16 H.S. WI SENTRY GLASS ALL SIZES TO 74.125 WIDE x 63.000 HIGH -55.5 -55.5 -53.2 -49.6 -47.3 -48.5 NEG -55.0 COMPARATIVE ANALYSIS FOR: GLASS TYPE A - 3/16' A W/ SENTRY GLASS 50.625 NEG POS 55.0 55.0 53.2 49.6 47.3 46.5 63.000 NEG POS -55.5 -48.0 -41.1 -38.1 -36.7 -36.5 POS 55.0 55.0 48.0 41.1 38.1 36.7 36.5 NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 FLANGE FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL GLAZING BEAD - 174" WINDLOAD ADAPTER FLANGE FRAME HEAD FLANGE FRAME SILL FRAME SILL ADAPTER SASH TOP & BOT. RAIL SCREEN RETAINER 3/16" Annealed Gloss 3/16' Ann. G loss w /Dupont 457 14" Tempered Glass 1 x1/2 "x 3 OPEN CELL PAD 6 x 1.000 PH. PAN SMS 8 x .375 PHIL. P.H. TEK 8 x .500 PHIL. Fl SMS Id x 1.000 PHIL. P.H. SMS SWEEP LATCH WEEP HOUSING WEEP FLAP ROLLER HOUSING BRASS WHEELS Wstp. - PILE \FINSEAL SILICON WEATHERSTRIP BULB VINYL 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 8. 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 DESCRIPTION ///,f Robert L. Ciari:. P.E. PE /;i3 3tructurat V.T. # 612225 612228 612229 612230 612234 612236 612237 612238 612239 612240 6532377 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX VENDOR ALUMAX ALUMAX ALUMAX ALUMAX PPG. LOF lam. by Romaq. Writ PPG. LOF RI VF ReF_ BY 16/02 /11/0 2 1 1 1 1 1 1 2 Vent Omb QTY. /LOCATION 3 IW each weephole) 76X1PPA MERCHANTS FASTENER 1 Anti -lift Channel 78X38PPT MERCHANTS FASTENER 4 Windlood Adapter 7856A MERCHANTS FASTENER 4 Sweep Latches) 781 PQA MERCHANTS FASTENER 71096 MIN. DIE CASTING 2 meet.roil 11 1/2 from ends 70250 MASTER TOOL 3 2.25" from ends, 1 ® cen. 70251 MASTER TOOL 3 2.25" from ends, 1 ® cen. 71092 MASTER TOOL 2 (1® ea. end of vent bottom 7BRWHL2 VINYL - TECH /P.G.T. 2 per Roller Housing. 61062W SCHLEGEL CORP. Vent top /bot. & meet. roil 62899 DOW CORNING 6TP249 TEAM PLASTICS 6TP247 TEAM PLASTICS 612244 ALUMAX 1 frame head ® vent midspon 2 (10 ea end of meet. roil 6TP248 TEAM PLASTICS Glazing Bead (3/16") Glozin• Bead NON - IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: X0 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 MEERNG 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 •••• • •• • • • • • • •• • RAIL • •••• Revisions: ADD SEWRY GlAr C!� Revisions: n • •••• • • •••• • ••• • • ••• • VENDOR# AF -12225 AF -12228 AF -12229 AF -12230 AF- 12234 AF -12236 AF -12237 AF -12238 AF -12239 AF -12240 532377 PGT.214.XX 7 -M10 -250 7 -M10 -251 70312 FS7826 -187 899 TP -249 TP -247 AF -12244 TP -248 • • •••••• • PRODUCT REVISED as complying with p Florida •o ,. 8•latea • Aa ta N lo IPE - t » /9. /L • • EzpImlloo S1tt • VD, • • • • • DWlske • • •••• D.B. Drown 1a pp 13/97 •• •••• Description: ' • • ELEVATION, IMPACT & NON - IMPACT OX rot ••4 TiUr: ALUMINUM HORIZONTAL SLIDING WINDOW Series/Model: Scale: Sheet Droning No Rsr. HS -710 NTS 1 a 5 4111 D ••O • •• • •• A • • • • 185 NE 100 ST WINDOWS AND DOORS SCREWS ()/ Passed 47 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspectianNumber Inspection Date: 12/14/2005 Inspector: Grande, Claudio Owner: NEWMAN, FREDERICK Job Address: 185 100 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ZABET BUILDERS INC Building Department Comments Tuesday, December 13, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho ° e: (305)795 -2204 Fax: (305)756 -8972 ectr it Number F`BP2405 -1197 Permit Type: Imported Permit Inspection Type: WINDOWS AND DOORS Work Classification: Addition /Alteration Block: Phone Number (3)&Jo taC:13 Parcel Number 1132060132070 Lot: Phone: 305 -430 -0840 Page 2 of 2 ee-t005 tql New Construction Subterranean Termite Soil Treatment Record This form .ls completed by the Ilcensed Pest Control Company. This report is submitted for informational purposes to the adder on proposed (new) construction cases when 301 treatment for prevention of subterranean tennis ikon is specified by the bulkier, architect, or required by the lender, architect, FHA. or VA. All contracts for services are between the Pest Control Operator and builder, unless stated otherwise. Section 1: General information (Treating Company Company Name: A— VANISij PEST CONTROL— BUG FREE INC. company Adder 12172 SW 131 AVENUE aty: MIAMI Company Business License No.: FHMIA Case Na (If any): Section Z: solider information � �� 60 Id Company Nanrx ii Phone No.: ) 33 1 (- i' , 0. Comments: State: Zip: 3318 239 Company Phone Na: ( 1D 4 2 51 _ S q 51 Section 3: Property information Location of Structure(s) Treated (Street Adateeis or Legal Description, City, State and Zip): 1 Y5 PIE 100 .5n2terr NeneLnt h (Am t Rcyi.>vt Type of Construction: Slab ❑ Basement ❑ Crawl ❑ Other (More than one boor may be checker) Outside: Approximate Depth of Footing: 7)pe of Flit . Inside: Section 4: Treatment Information . Date(s) of Treatmant(e): ( ( ( c D O Grand Name of Product (s) Used: V t A r---(3 ' JJ EPA Registration No.. 5 ' 11 Z Approsfmat�e Final Mix Solution %: �� Appro3dmate Size of Treatrnent Area: 3 R SZZ3 Linear IL: t- R of Masonry Voids: Approximate Total Gallons of Solution Applied: CD ' % vhk' C fii vmt, 3 9 4 ( lcAD 1,4,. Q6l. Was treatment completed on exterior? Er5s ❑ NO Service Agreement Available: OYES ❑ NO !Mote: Some state laws require service agreements to be Issued. This fort does not preempt state law. Attachments (List)* Warning 11UD WU prosecute false datms and statements. Conviction may result In criminal and/or dull penalties. ps u.ac. noon, tot% tom st u.s.C. era ssoz) Form AIPCA -89b Name of AppBrator(s): Certification No. VP nEOUnrEC aY STATE LAY ' The applicator has used a product in accordance with the product label and state requirements Al treaenent materials and methods used comply with state and federal regulations. NCcLL / Authorized Signature: 1 Date: l6 f°'�� A VANISH PEST CONTROL 12172 S.W. 131 AVE MIAMI, FLORIDA 331888487 TEL (305) 251 -5951 FAX (305) 251-2918 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES FOR NEW CONSTRUCTION PRE - TREATMENT AGREEMENT AND LIMITED GUARANTEE DATE OF TREATMENT: 11 - 1/0•01006 This is to verify that "A- Vanish Pest Control ", Florida. license #239, pre- treated the slab on lot # , Block # , Street Address: AU (L1e 1!b Sr Itil i fl+c l l r take D4 TOTAL SQUARE FOOTAGE TREATED: for subterranean termites. The termidicide used CA(ot. /,.okh r at the recommended dosage as required by the label. A-'Vanish Pest Control guarantees against the infestation of subterranean termites only for a period o(....900E the date of treatment. Should an infestation of subterranean termites occur within the guar - antee period,_ A- Vanish Pest. Control will re -treat the affected area at no charge. The above limited guarantee does not apply to any additions to the original structure or to any damage caused as a result of defects in original, or subsequent, construction. If requested by the owner this limited guarantee can be extended for a maximum of (5) five years. At the rate (20%) twenty percent of the original price annually. TJM :ar Sincerly, ■ - v h c)cetriL— Thomas J. McDade President Date Type Ins Permit No. Phone # MIAMI SHORES VILLAGE BUILDING bEPARTMENT 305- 795 -2204 Buil•'ng Ins•ection • -• est Inspection Date Correction Re- Insp'n Fee Name li.C4111 Address 65 1\) 100 �+ Company �A q co Zior) p)eciQ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1019 Printed: 7/29/2004 Applicant: RANDY Owner: GRIFFIN JOB ADDRESS: 185 NE 100 Parcel # 1132060132070 Signed: (INSPECTOR) Building Permit GRIFFIN RANDY ST Contractor YAMILL GLASS & WINDOW INC Contractor's Address: 480 W. 84 St. #107 Local Phone: (305) 826 -2121 Permit Status: APPLIED Permit Expiration: 1/22/2005 Construction Value: $5,000.00 Work: REPLACE ND URNITURE IMPACT GLASS WINDOWS 6 CASEMENTS 2SIGLE HUNG Page 1 of 1 Legal Description: MIAMI SHORES SEC 1AMD PB 10 -70 E1/2 LOT 21 & ALL LOT 22 BLK 15 LOT SIZE 75 Fees: FEE2004 -7696 FEE2004 -7697 FEE2004 -7698 FEE2004 -7699 FEE2004 -7710 Description CCF Training and Education Fee Technology Fee Scanning Fee Building Fee Total Fees: Amount $3.00 $1.00 $2.88 $21.00 $115.00 $142.88 Total Fees: $1488 Total Receipts: $ 6 (1a -*?)6 Ce In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Tenant/Lessee Name EC DVED JUL 2 6 2004 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Ownerddress 1 g 5 N 10 0 St . 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Type of Work: ❑Addition ❑Alteration ❑New Describe Work: Permit No. ?P (7 — /019 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 5 e b O.S� i e r1 l . �,.��^'� i r Phone # 30 '75 S' 7 City iO✓M 5 State FL. Zip �31 3 Phone # Job Address (where the work is being done) r If S I Lr /O U S ! / d ) . 7 - f a City Miami Shores Villa e County Miami -Dade Zip l 3 3 /3 Is Building Historically Designated YES NO Contractor's Company Name I ary\ l'r I I C. ! (iLSS 4 0 i 1 S Phone # 5 qDG-DtD( Contracto 's Addre s � g ( 1,1J $ L{ S-{ . 4 1 0 Y) City 1�- t 0,514 \ State FL Zip 3 5 O I f Qualifier Rik C )' G V Pi C 2..rc) Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit'(5 27 OD Square Footage Of Work: Repai ❑ Demolition Submittal Fee $ t�� � Permit Fee $ `� ' ' CCF $ 3 CO /CC Notary $ Training/Education Fee $ Scanning $ L Radon $ Zoning Bond $ Code Enforcement $ � Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) a ./47 s 5.407% * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Technology Fee $ (2t813 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. r _ Signature Owner or Agent The foregoing instrument was acknowledged before me this sc day of D t,) L I , 200 , by ?_ who is personally known to me or who has produced 0. -D * who Lira/ As identification and who did take ` l jRT, i I °W t ?fir; . : * NOTARY Sign: Print: APPLICATION APPROVED BY: Chc 12/15/03 LIC: print State Certificate or Registration No. Certificate of Competency No. JUL 282001 The foregoing instrument was acknowledged before me this 0 day of JIA ,200f,by i u /60e. r p o me or who has produced as identification . d who did take an oath. � ��, Rosa I. Palados emission # DDQ80001 °try. o tE: v� w I • 4 4 /111 0 ` My Commission Expires: C , aA 3,001 ; ▪ % , .• ▪ Q My Commission Expires: ********************* * * * * * * * * * * * * * * * * * * * * * * * *Aj,° a;: wA****************** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** earl 1 t + ++ (Certificate oV competency Holder) ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIO PERMIT NO. I' P 240 4 U 1 / TAX FOLIO NO. (f 5z o 6 0l i t o 7t 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: Smote j home. (One. Stara r1nsnnry 1 onttr)wrl(In9 ) 2. Description of im rovement: pIoce FormilirC Irnpryrt r (a,SS Wlniin Ca r nrn{ 2 SIn(te Hur1� 3. Owner(s) name and address: • 5CbOStirn lrtrmter / Irmo Aguilar IR:5 NE Ina St. Mlomi Shore 1 I . Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and ddress: �(arnill (IC1SS uhndauJS 90R W Rte s+. 4 IQ - HIaIPxIh 3301U 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 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: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) ignature of Owner S(;.bost.i cn Virryner Sworn to and subscribed before me this `p day of Print Owner's Name Notary Public: Print Notary's Name: 61 a i iirpitt`LCi' My commission expires: oc f ' o r,1 STATE OF FLORIDA, COUNTY OF DADE rHFRERYcEPTJF/ hallhisisa3 C /•j;yrgfle 73) ore r ;1 Ih15 1 (r r 5 on ci?v Of ,20 - Addre tnitug 111111111111111111111111111111111111111111 CFN 2004 - 80625967 OR 13k 22512 Ps 4421; (1 Ps RECORDED 07/26/2004 10:50 : 32 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE (Ro 0 t Ctrrrrcrp " �1� Prepared by 6 e.2)! it- 1 a � Z. LL I i 2 III. . : *F BUILDING CODE COMPLIANCE OFFICE.(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries — P.O. Box 1529 Nokomis, FL 34274 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 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 (ABJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH -701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's . name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. - RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02 - 0702.04 and, cons of this . ::e 1 as well as approval document mentioned above. The submitted documentation was reviewed by NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 1s5 1VIIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1 I I Type Insp' n Wl h.lc:,c .lJ5 I7d P r�iaC.c Permit No. 5— l Iq - ] Name I‹.-►c- Address 1 *?... ( S r CompanyZ- t e I L–L :g-S Phone # ( 3 Q 5 - 1 4..C'D 3 Inspection Date i f 1 1 • Correction Re- Insp'n Fee pproved _,� \J? BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle):`uilding Owner's Name (Fee Simple Titleholder) City / Tenant/Lessee Name Contractor's Company Name Total Fee Now Due $ Is Building Historically Designated Submittal Fee $ Notary $ Scanning $ Code Enforcement $ (Continued on opposite side) QS State FL Contractor's Address / Nw City / Qualifier r State Miami Shores Village Building Department ��` os 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Fee $ Training/Education Fee $ Electrica RE Eo AUG 1 YES NO ci4 /1/ Owner's Address / Job Address (where the work is being done) 4/ /0 State Certificate or Registration No. c.. /SO 73 Architect/Engineer's Name (if applicable) kari e -Z( $ Value of Work For this Permit / 45 CZ) aster Permit No. mg Mechanical Roofing Phone # 7S /6:27 Zip 33 /$ g Phone # Permit No. BP05 - 7 City Miami Shores Village County Miami -Dade Zip 33/3 c Phone # Certificate of Competency No. * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (sae) z3o o 2 - 4D Zi 330S Phone # S ©�— 9/ — /0. 5` Square Footage Of Work: Type of Work: ❑Addition ['Alteration [New / ❑ Repair /Replace ❑ Demolition Describe Work: I ( s. , sl7"i (..ea-s . or _eNt;v15 . CCF $ Technology Fee $ CO /CC Radon $ Zoning Bond $ Structural Plan Review. $ i Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) , n 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 Agent The foregoing instrument was acknowledged before me this )2 The foregoing instrument was acknowledged before me this day of , 20 (� , by ± b (',UXYY 'Iay of , 21 P!► , by �l J who is personal I,' know to me or who has produced NOTARY PUBL Sign: Print: My Commissi n Expires: APPLICATION APPROVED BY: Chc 05/13/03 dentification and who did take an oath. Mabel r ':Si Or `, gay L Ex Aamnir Signature who is personally Bcno n to e or who has proh1'ced tification and who did take an oath. NOTARY PUBLIC: Sign: ' Print: My Co mission Expir * * * * * * * * * * ** * * * * * * * * * * * * * * **.. * * * ** ************* * * * * * * * * * * * * * * * * *_ * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * *A' * ** Contractor * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner (/ Engineer Zoning Miami Shores Buildin . De • artment 1 1 Product Approval Schedule / Comparison Chart Address: 1$5 fJ.1✓, t -. Permit No. 05 -11 O�entnn 1I1 Description o[Vi'Indow Product Acceptsuee Product Approval Design Pressure ( +) PSF ( -) PSF Opeolug Design Pressure ( +) PSF ( -) PSF Rough Opening Size Shutter Required Yes / No Mullion Required Yu/No ' impact Yes/No or Door or Mullion Number +750'75.0 +54 3. '9IA '3(o moo t to W-1 kound Window 03.0210. 0(0 o 0 +1A.0'S 4 % 5 l6P '55 ;5t•2 55.o.3$%,..ic 3(ot /2 Rb. *(S�, h7 17 L Voor • - 2 ••• • • � tlo 3 i e0r„7 •.• •••• _ 0 -02 ' .off . oa -. ; 0 - t47. - 63 i b x FS 2 We at , , , Y_• tEutc1G 17001".•• OS - 2.4. td. I l (o2 _ 34 X P4 c' No .... 81 1 /2. yt,F 2 year W OM 03- 0210.0 (o t'75.o - 75.o *52 . 67.9 3%% x No No ` es -fes •••• •..• . • • • • • -3 o4% tats ` o3- o2tov +14.o 5.O 4. 52 - 67.9 27x o • fr _ _ .. • 82 We _I - . -.. . ..: • • • - -- - - -- . • • • • - r •• ••• • • • • • •• • • • • • • • • • •• c•• •• • • • •• • • • ••• •• . • • • • • • • • • • . • • • •• • • •• • • • •• • • • • • •• • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • II ■ WINDOW SCHEDULE EXTERIOR: NO. TYPE SIZE MATERIAL REMARKS W -1 - 3' -6" X 3' -6" ROUND FIXED -ALUM CLAD FRONT STUDY W -2 - 38 Y2" X 82 5/8" FIXED -ALUM CLAD FAMILY ROOM W -3 - 27" X 82 5/8" FIXED -ALUM CLAD FAMILY ROOM DOOR SCHEDULE EXTERIOR: NO. TYPE SIZE MATERIAL REMARKS D -1 - 38 1/2" X 82 5/8" H GLASS SWING DOORS FRONT DOOR. SEE PRODUCT APPR. FOR DETAILS D -2 - 63 11/16 "X 82 5/8" REAR FRENCH STYLE GLASS SWING DOORS FAMILY ROOM SEE PRODUCT APPR. FOR DETAILS D -3 - 34 1/2 "X 81 1/2" . REAR FRENCH STYLE GLASS SWING DOOR REAR DOOR SEE PRODUCT APPR. FOR DETAILS NEWMAN RESIDENCE 185 N.E. 100 STREET MIAMI SHORES, FL 33138 PERMIT # 05 -1197 . .. • • •••••• • • • • • • .... • .. ... .. • .. • • . . • ••• . . . • • .. • • .. ..... • .... .. • • • • • • ... • • ... • • • • • • • • • • .. . . • .. • . . (305) 981 -1035 * (305) 981 -1037 (fax); P.O,Bo$ 53Q6Z1 : Miadii Shores, FL 33153 * SalowArch2(aol.com * #AA0002389 •. •• • • • •. •• • . • • ••• • • • ••• •• ••• • • • • • •• • • • • • •• • • .• • ••• • • • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • • •• • • • • ••• • ••• • • • •••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •••• ••• • • • ••• • • I NEWMAN RESIDENCE 185 N.E. 100 STREET MIAMI SHORES, FL 33138 PERMIT NO. 05 -1197 ADDENDUM- #1 9 -13-05 t7 oE1. c� 1- tlr 1.:1 l ° rDr : a 15oT CA L) L K tP,J Ar kit J o►<j Fiessr.(E A447 ST.GCo Nfld ot7creIINIt7c 4 du }1 J 01 141 +12 2,-vk, / i d r .-eki I !.I 44 r 2 tic- / Affeo( s-cti _,!., =' - i :s. •-.,. V" c'P.IC(Z. 0!1 1/40x .9I _ / 7',, ,: t S .,: T Kill. e", c. - r •• • • • • • ••• •• • /ice• • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • •• • • • • •• • • • • • • • ••• • ••• i L., Vi =�1 Y LoC3Tl r.i.5 ilrit��.lJ 111 4 I .LEA; f2o 'JIc7E (.#r, I1 c- bi.lcere • f.1 L.1.EP GELI. •r G �;-! I ki 1490k1 IST4LcAT 00,1 £ TIE tot.LPrJ i4 r•k'TEo. To 1- 14r6l-} ><rvS1I"JL — 5x r(1J WQ�� EXir.lt•Ik !N1TtfIZ W L. 1 i 1IS?9, ^:T -like Mi 9 P r !-i Q+r�11Q�r� • • ••• • • • • ••• • • • • • • • • (305) 981- 1035 • (305) 981 -1037 (fax) * PLO•Box 51061f ! N�iaini shores, FL 33153 * SalowArch2 @aol.com • #AA0002389 •• •• • • • •• •• • • • ••• • • • ••• .. ... • • • • • .. • • • • • • • .. ••• .. • • • .. • • ... • • • • • • • • • • • • • • • .. • • • • .. • • • • • • • • • • • • • ••• • • ••• • • • ••• • ..... • • • • • • • • • • • • • • • • • • • • • • .. .. ... • • • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Poma Corporation 9040 Belvedere Road West Palm Beach, FL 33411 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.063" Aluminum Storm Panel APPROVAL DOCUMENT: Drawing No. 96-47, titled "0.063" Aluminum Storm Panel ", sheets 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated 3/25/96, bearing the Miami -Dade County Product Control Renewal 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 renews NOA #99- 0219.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez 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 NOA No 02 -0417.06 Expiration Date: April 18, 2007 Approval Date: May 16, 2002 Page 1 1 31S' 14.75 N S• EOSTIMO STRUCTV01 1 02COP TO TENDON PASTURED EI 24 0.C. SEE ANCHOR SCHEDULE FOR AMY ANCHOR P.000C1 N w IONO COCA 110* -I 1.110• 12 00 COVERAGE O STORM PANEL SCALE 1 /L .'0' -t 125^ TYP L.00' MAX. l ANGLE SCALE . 7 /1. • 0' -1 2210T21 UNLmlTCO SP SICTION ^ TOP 720027 O TYPICAL ELEVATION PLAN VIEW tt a I ITYPH 00*400NTAL ALT LCD - 2.000' D RECTION 6 O OPTIONAL ANGLE SCALE 1/L • 0-1 0072014 MOUNT AL ANGLE CLOSURE ARCS Y • r • .USE FUN. TO 2 - •S ^ • .015' MAY. •00DUCT 185•IN5 maTION•L LOCH T10N1 CY6TIN0 STRUCTURE Z < t io x i AW i - h"' HEADER SCALE. 1 /L" • 0-1" 0•5 O WINGNUT SCALE. *ALP 512E W721 iH UN rn2C — 1 - 70102 — P •PCL SP•N) CC 1 N NP- w d y ol 2 I Y0l) - O TYPICAL ELEVATION — DIRECT MOUNT PLAN VIEW SCALE: 1 -1/2^ • 1• -0 O "U" HEADER SCALE 1 /4. • 0 -1 1/2 OVERLAP 1 AL ANGLE CLOSURE PIECE' 1 • 2- • .125' NIL TO 2 • S' ..125 - INAX. OINIRAI NOTES, 1. THIS SHUTTER SYSTCH ■1 OE SIOREO IN •CCDRDANCC WITH THE SOUTH FLORIDA 5*20*40 COOL. 1511 C(31710H. •NO THE MA EROWA00 COUNTY 1017102. 2. POSIT1v1 AND NCGATIVC DESIGN 00115001 CALCULATIONS SHALL ■E •CRFOR,.ED 1 AccoROANCL W'TN •SCE 7 -11 - MINIMUM OUS•NI LOADS FOR DUILDINOS 0 MD OTHER STRICTURES T•0LE5 SMALL 0C REFERENCED AT AIPROPRIATL 1116* [DADS. 3. STORM PANELS SMALL D1 5052 -'121 •LUIRNUH ALLOY.0.033 TWIT. WaTM A* FE CD/FORE 001111401 of 21 4155 CXTRUSC5S SHOWN SMALL EE •012-11. ALUF011Un UO.M. L PRODUCT HA02•135 SHALL OE WITHIN 12' OF ORE ENO OF THE PANEL MIT,. • HIN OF ONE MARNO16 PEP PANEL AHO SHALL 0E LA0CLC0 AS FOLLOW, PUMA CORPORATION EST Ills OuCN FL DADE COUNTY •000. •OP00 5 ALL DOLTS A140 WASHERS SHALL 0L GALV•NILCD OR ST AINLCSS STEEL WITH • T•I.120.4 27 • 21 R5' S. TOP 1 007 TDM DETAILS SHOWN HAY D1 74t1005••410 AS •010 COAD DICTATE. •••CLS HA V DI HORATIO I.OR12ONTALLY %HCRC •••LK•OLE. 7. TRE DETAILS AHD SPECIFICATIONS SHOWN HEREIN REPRESENT THE •0001.CT5 TE57E0 FOR 0•••C T. CYC11C AHD UMIFORn STA TK *10 P0E55URE LOAD1N05 N CONFORMANCE W4TM DACE COUNTY PPOIOCOLS PA 201. 202 AND 202. - POSITIVE 0E51GN LOAD 6E PSF - NEOATIVE DESIGN LOAD SS PSF 0. OESON 15 0AS10 ON CTt TEST REPORT HA. 76 -001 DATED 2 -14-.• . PRODUCT RENEWED as DODO) tog with the Fiends BEWiog Cade ACECpm01N0F .0411. 00 Expiration Dee RN rI rj {rp L -20 • H HIN. STUD Z- U CHCO1N7O A5011111E OE1AIL5 700 Sr ACINGI C � G STUDDED ANGLE SCALE: 1 /4' • 0' -1" SMEAR PASTCNCO • CL O.C. SEE ANY ACCIPTAOLI ',HUMOR PRODUCT RENEWED ACCEPTANCE ND. qq - 0211 • 0 EXPIRATION DATE RPRtt 1 A•2002, By RODU • OL DIVISION BUILDING CODE COMPLIANCE OFFICE cTOuLTD APPROVED AS SOUTH FEORI I, DAT : ..1._f �. BY PRODUCT CONTROL o1WStoN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.RA I'7. NG WINH TEE NG CODE p� I r[wvoN SHEAR ANO.JR SCHEDULE 2" EOGE DISTA..L:E FASTENER SPACING REOUIRED FOR VARIOUS DESIGN LOADS !INCHES) r[NSmw SMEAR EXISTING STRUCTURE CONC LOAD 141 SPAN IL 5 -6 MAX. B -B men. 47.5 PSF 62 PSF 85 PSF 47.5 PSF MAX. MAX. MAX. MAX. 62 PSF B5 PSF 47.5 PSF 62 PSF MAX MAX. MAX. MAX. 85 PSF MAX. ANCHOR DESCRIPTION 1/4 - 0 ITW TAPCON W/ 1 -1/8" Hill EMBEDMENT 1/40 RAWL ZAMAC NAIL -IN I/4 RAWL CALK -IN W/ / -1 /8 MIN. EMBEDMENT W/ 7/8 MIN. EMBEDMENT EXISTING STRUCTURE HOLLOW BLOCK ANCHOR v1=11) ' �ti1 = DESCRIPTION 1 /4 - 01TW TAPCON W/ I /L - 0 RAWL ZAMAC NAIL •IN 1/4 - 0 RAWL CALK -IN 1 -1 /6 MIN. EMBEDMENT W/ 1 -1/6 MIN. EMBEDMENT W/ 7/8 MIN. EMBEDMENT SPAN 5' -8•' MAX 8• -8 MAX 47.5 PSF MAX. 62 PSF MAX. B5 PSP MAX. 47.5 PSF MAX 67 5 PSF 62 PSP MAX. MAX. 62 PSF MAX 7/16 W000 BUSHING W .1 /4 MAC W/ S /0 MIN. CIAO 141 62 PSF MAX 65 PSF MAX. 1/ WOOD LAG SCREW W/ 1 -7/8 MIN. EMBEDMENT w000 85 PSF 47.5 PSF 85 PSF 47.5 PSF 62 PSF 85 PSF PNIMP M� M MAX M TENS! SNEAK ANCHOR SCHEDULE 3" EDGE DISTANCE FASTENER SPACING REOUIREO FOR VARIOUS DESIGN LOADS (INCHES) TENS sNC•A Ex1571NG STRUCTURE CONCRETE SPA 11. CIAO I*I 47.5 PSF 62 PSF (35 PSP 47.5 PSF MAX. MAX. MAX. MAX. 0' -B" MAx. 62 PSF OS PSF 67.5 PSF 62 PSF MAX MAX. MAX. MAX 85 PSF MAX. ANCHOR gismssomar- DESCRopTioN I/4 - 0 ITW TAPCON W/ 1- 1 /13••01IN. EMBEDMENT 1/6 RAWL ZAMAC NAIL - IN 1/6 BAWL CALK - IN W/ 1 - 1/6 - MIN. EMBEDMENT W/ 7/8" MIN. EMBEDMENT EXISTING STRUCTURE HOLLOW BLOCK S -6 MAX. 8• -8 MAX. 7/16 W000 BUSHING W/ I/4 - 0 S.S. MACHINE SCREW W/ S /6 MIN. EMBED. 47.5 PSP 62 PSP 85 PSF ANCHOR DESCRIPTION 0601W) 1/4 - 0 ITW TAPCON W/ 1 -1/O MIN. EMBEDMENT 1 /4 - 0 RAWL ZAMAC NAIL -IN W/ 1 -1 /8 MIN. EMBEDMENT 47.S PSF 62 PSF 05 P5P 47.5 PSF 62 PSF 8S PSF MAX. MAX. MAX. MA AX. A 1/4 - 0 RAWL CALK -IN 1/4 WOOD LAG SCREW W/ 7/8 141N. EMBEDMENT W/ 7 -7/8 MIN EMBEDMENT WOOD 47.5 PSF 62 PSP O5 PSF 47.5 PSP 62 P5P 65 PSF A ANCHOR NOTES: 1. ENTER TABLE USING NEGATIVE DESIGN LOAD [WI AND SPAN ILI FOR SPECIFIC OPENING 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 3. WHERE LAO SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOC•TCO IN CENTER OF 4/000 STUD. a ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. PRODUCE RENEWED e comp)ytaq with I6# Florida F1iNng Code . Acceptance No 02 - 041 3.04 Dade Fm/ /Conn. :d LXISTNO STOUCTIIPC MM. IOM FROM OLASS • 2 -2 /4 ®CONT. TENSION FASTENER ISLE AN6007 SCNIOULLI 1/ 4_20 MACHN6 60.1 S WNGNUT US a 771,5 ONNLCTIO8 HAT 6[ 0160 AT TOPORSOT TON OF O WALL MOUNT SECTION SCALE . 7 • T -0" COSTING TENSION FASTSNER STRUCTURE IEEE ANCHOR SCHEDULE! 7/6 20 n*LMHL60LT 1 WNSNUT O 6 O.C. 60n 57787010 ANGLE OPT. TOP AND 60TTON USE X •IE"0 1/4_20 HACTRK BOLT & NUT D,12 0.C. .RZL This CONNECTION HAY BC 0560 AT TOP OR OOT TON OP PANELS. - O ALT. BUILD —OUT MOUNT SECTION SCALE I S • 1' -0 PRODUCT RENEWED pp APPROVED RS I ACCEPTANCENAQl"O'I,Ig•OV WITH FLORA 11. DAT : • . / , : EXPIRATION DATE AV, . " .. I e/ :Y BY • • .. • J. /_ WOW C S NEROL DIVISION . PROD! CONTROL DIVISION g UIIOING CODE n COMPLIANCE OFFICE BEI7LDINO CODE COMPLIANCE: OFFICE-. N0. ' I''n TING WITH THE CODE n�2� )92.32 Y.7. KNELEVKN PNVES5RN• 96 -47 M 1AM ID Erniztric CODE comPLIANc:E °num (ECCO) ktoriticr CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Premdor Exterior Door Product 1955 Powis Road West Chicago, IL 60185 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLERBUILDING 140 WEST FLAGLER. STREET, SUITE 1603 MIAMI. FLOR1DA33130-1563 (305)375-2901 FAX (305) 375-2908 This NOA is being issued under the applicable tales and regulations governing the use of construction roaterials. The documentation submitted has been reviewed by Miami-Dade County Product Contrcil 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 HavingIurisdiction (AID). 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 Alb (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 falls to perform in the accepted manner, the manufacturer will inchr the expense of such .testing and the AHriiiiy inmrediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to teiioke this acceptance, ifit is detennined by Miami-Dade Cotmty Product Ccintrol Division that this product or material fails to meet the requirements of die applicable building code. This product is approved as described herein, and hat been designed to comply with the High Velocity Hurricane Zone paha Florida.Bmiciing Code. DESCRIEMON: Fiberglass Door Glazed 6'8" Ontswizg w/Wo Sidelltes APPROVAL DOCIIIME;NT: Drawing No. S-2202, tided "Exterior Door Pcoduct Single & Doubl Outswing 6'8 Glazed Fiberglass Door", sheets. 1. through 8, Prepared by . kw Building Consultsrus, Inc., dated 1/17/02, bearing the Miami-Dade County Prodkict Control Approval htamp with the Notice of AccePtance number and approval datebythe Manic:Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each Unit shall beara permanent label with the manufacturer's name or logo; city, state and following statement "Mitani-Dade COunty Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fried andthere has been no change in the applicable bruising cede 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 pmcess. 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 fortermination 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 dal be prtrvictdd tnetagerby the manufacturer or its distributors and shall be available for inspection at the job sis:alatil rt-e'oeUf tire:Btulaing This NOA consists of this page 1 as well as approval dominant mentioned above. The submitted documentation was reviewed Tiegodore fierpagn, • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • : • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA. No 02-0418.03 Expiration Date: December 26, 2007 Approval Daft: December 26,2002 Page 1 Premdor Exterior Door Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2202, titled "Exterior Door Product Single & Doubl Outswing 6'8 Glazed Fiberglass Door", sheets 1 through 8, prepared by RW Building Consultants, Inc., dated 1/17/02. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of a fiberglass outswing/inswing glazed double door, prepared by Certified Testing Laboratories, Test Report No. CTLA805W 2, dated 2/3/02 signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Lyndon Schmidt, P.E., dated 3/12/02, signed and sealed by Lyndon Schmidt, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0718.08 issued to )DL, Inc. for "HP Polypropylene Doorlight Assembly" dated 1/17/02, expiring on 1/17/06. 2. Test Report No. ETC -00- 577 - 10148.0; prepared by ETC Laboratories, issued to RSL, Inc., dated 12 /15/01, for Extruded PVC, tested per ASTM D 635 - 91 "Standard Test Method for Rate of Burning and Time of Burning of Self - Supporting Plastics in a Horizontal Position "; ASTM D 2843-93 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics "; ASTM D790-96 "Standard Test Methods for Flexural Properties of Unreinforced and reinforced Plastics and Electrical Insulating Materials, signed and sealed by Joseph L. Doldan, P.E. 3. Test Report No. ETC -01 - 756 - 10828.0, prepared by ETC Laboratories, issued to Trinity Glass International, dated 5/22/01, for non -foam lupoy, tested per ASTM D 635 -96"Standard Test Method for Rate of Burning and Time of Burning of Self- Supporting Plastics in ?Horizontal Position; ; ATM D 2843-93 "Standard Test Method for Density o•$molii ffo i > ; • • ' or Decomposition of Plastics"; ASTM D1929 -96: Stat�tlat4T�t•1V$t$o0§ for Ignition Properties of Plastics, ASTM D 638 -96 "Standard Test Method for T ; 111:1 ' es of Plastics" signed and sealed by. joseph.L. aoldan, P E. , • • : : • • .. 'hie n, P.1:., Deputy Director .. • • • • ..: : • • • • • • • Product Control Division NOA No 02- 0418.03 Expiration Date: December 26, 2007 • : • : : • : • : • • Aeproval Date: December 26, 2002 :. 4- J.: . .. ..•• • •... ... . • • ••• • • • UNIT TYPE;; , _,,1 . POSITNE NEGATIVE SINGLE + 55.0 PSF - 55.0 PSF SINGLE WITH SIDELITES + 55.0 PSF 0 o 0 DOUBLE W/WO SIDEUTES (WITH GENESIS MIDJAMBER I MUM) 21" MAX. - r D.L.O. -- WIDTH 0 - 55.0 PSF 21" MAX. D.LO. WIDTH F 's `` f4 - 52.0 PSF 0 % / y--� , t j 3 & . DESIGN PRESSURE RATING WHERE WATER.INFlURA1ON;REOUREMEM 5 NEEDED UNIT TYPE;; , _,,1 . POSITNE NEGATIVE SINGLE + 55.0 PSF - 55.0 PSF SINGLE WITH SIDELITES + 55.0 PSF - 55.0 PSF DOUBLE W/WO SIDEUTES (WITH GENESIS MIDJAMBER I MUM) + 55.0 PSF - 55.0 PSF DOUBLE W/WO SIDEUTES (WITH ENOURA ULTIMATE ASTRAGAL) + 52.0 PSF - 52.0 PSF TABLE OF CONTENTS SHEET j DESCRIPTION I u ATIONS • G N ' NOT lIMICI1= .. = MIMI lir i PI•'. _ /47 I 1 Ti ■ r B UNIT COMPONENTS INTERIOR EXTFRIOR SEE NOTE 3 SHT. 7 INTERIOR & 3-0 SL BOTTOM RAIL L + , • IATCH a RISE 8'1 0 '4 + STILE 1.581 W x Ia51* LAM: LUY .2 W/FJ PINE PAK. SPACER Q7L. �I>�a ll It) l 1 tea K.Y($IL/1r +relyRI�I•X M I : r . - T. MIH RIINA111111111111111111 yy.rr ITIFY 1111'+ifiR,'+i'I 7411,7 E - 41 �'3T7i:ip9'oTa)<gies 1II7 ►1. IDL71 7mL I IT !fl 7.•41 11111120MB /..!..11 KWIKS TAN 700 SERIE D [•;1 S• PWAArD RIP- E ASS ''• 9DLEr110 6) F91114Rf7.- ITIT1lilii BY AS[ 40 6 x 1 112" para HEAD SCREW (LITE FRAME) tL1�PI1Ti�I - ri• • - LZ11114 RIJLMIT- Il7'71 • 12L CAR Ea i ?1I1 >Il +'7 uw•I 7i1 u:,+: . ® L , 1 ItUEi GTElfIF.*_ili LL.D1rs-1•L1it Q7 , ITEM DESCRIPTION MATERIAL i>•_l.'i''�n }� r:} +:1;'xlil ,� 1 • {'+ !I�..".,1'il:u?tl tl r!ir:lii7•WxI.1Xti.li:�j --E E :1'�t \: 11 � 1T 'lt'iI1+�.L1� �' I11 •'.: �I 11 y l J' �l�:l.� [11111 i YI�7�7�Q / 14 Tom' U L UU11BER �7•F "�IULr > ±25 ;:T�4W$7 - UMW UNSER EN IVA VLi L>1 al_M :(d1erliti 1 I a ta TL MINGARTi+I•1•f:N:13,111:Li 4 C•7'DX5. INIIIFTP11111111 LAIL UM ALUM FOAM VIM. COMPOSITE ® , L'xil.�! : 1 1 ALUMINUM Fait III ti.; t.rl 1 _LAIL2i • 6 1 ..I:S Tl� F T ilzrr •T•r1LiaTlix eiN Av11r". t4r . Fiji : - i. IfIE-it t : F)p i.* 'J FAr ROY MIAE1011 • 1 ;!':J1111111.1111.41hFPTITIPP• PI ASTRAGAL EXORUD + UM. I:I,T•,Pi ...% LLB Er ; . 4i u . : iirlT nr Tiq*7 LrrrU - r< r iii i 1 [•3f UP u7E ma S' fAss ca NP • ■ WRO• •P5- 9diMWS9t7• POLYP - • - lr2li 41?I'1••T•16• 1 a//01di , , r)v02 -7 Ii (4.11 UP*1IIII+t!1A7 +. I' 3* - • . 7 1.. • • - SILICON STEEL VIRO VIR•LA MR LA STE STEEL T DATL• 1/174 WALL N.T o.a r• OHM fn DIMINO z h 0 2 11 VERTICAL CROSS SECTION DOOR PANEL Z 2 a .N C) 2 2 VERTICAL CROSS SECTION SIDELITE PANEL • OttET S -22L � a Premium Quality Doors FIBERGLASS GLAZED OUT -SWING DOOR k UP TO 120 X131 WITH OR WITHOUT SIDELITES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY 10 TRANSFER LOADS TO THE STRUCTURE. .3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCTS THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES" WITH THE USE OF THE HIGH DAMP BUMP THRESHOLD. 6. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE. x 0 1 I W •n • N 30 0 1 ..._ 37.25" MAX. FRAME WIDTH 74' 10 1 5' MAX � F RAME; w10TN f o.TRALL - FRAME WIDTH ii OnIIIIII l∎ 0 • • 148.5" MAX. OVERALL ALL FRAME WIDTH 6. 375 ". MAX. PANE 35.75" MAX. 35.75"MAx- y PANEL WIDTH PANEL WIDTH DOUBLE W/SIDFI RFS OUT -SW1NG UNIT VIEWED FROM THE EXTERIOR • • • 0 0 i x 0 • - 3E33 • • i` • OVERALL A1rE 440 • • 0 37.50" MAX. O VERALL W10TH 35.75" MAX. r PANEL WIDTH -1 •••• • SINGLE OLIT-SWINC TINY • • •• •• x • • • ••• • • • • •• • II= �4m ti sp • 0 - 4 - 0 /mi S':i $ a 111 a 11 00 e• s 9n m< Mu; 1/17/02 lam N.T.S. no. ell Wol o4L er. RV/ S -2202 u Z • •.•. • ••• • .. ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL. (2) 8.0' • TOP do (2) B.0' L. • BOTTOM SEE NOTE 5 SHT. 7 ASTRAGAL RETAINER BOLTS (2) BOLTS TOTAL. (1) 19.75 0 TOP & (1) 19.75' 1. • BOTTOM 1 HORIZONTAL CROSS SECTION 3 INSWNG UNIT W/WNDJAMBER ASTRAGAL MFG BY GENESIS ARCHITECTURAL PRODUCTS (ALTERNATE) INSWING UNR ROSS SECTION ULTIMATE ASTRAGAI. MFG BY ENDURA PRODUCTS SEE NOTE 2 SHT. 7 1 6 5HT. 7 2 SHT. 7 SEE NOTE SEE NOTE .. THE (2) FRAMES ARE GLUED TOGETHER W/ CONSTRUCTION ADHESNE SEE NOTE 2 SHT. 7 W SHY. 7 SEE NOTE ZONTAL CR055 SECTION U1TCH To SIDEUTE •••• • ((SHOWN WITH 3'0 SID • • • • • • .NQI UNCUPPED LAM d !ARN US1D WITH CONTINUOUS HEAD THR ES O HOLD • • • •••• %'1T11ndol _____ �-•— r ! filihra `1111 .:. SEE NO ® H = (11 1 $HT. 7 SEE NOTE MI 0 a •••• • • •••• •.•• HORIZONTAL CROSS SECTION LATCH TO SIDEUTE (SHOWN WITH 14' SIDEUTE) !DIE: DOOR & SIDEUTE JAMB FORMS UNCLIPPED MULLION WHEN NOT USING CONTINUOUS HEAD & THRESHOLD • • • • •• • • •• A :40t ill i iP� II •• ..• .. • .• aeon J or A. 1 MEMO 2 o. . •u •.1- :,• v ® ` —__•• (� � 1 �N. 7E V 1 O \ (� o 1 SHT. 7 SEE NOTE HINGE TO SIDEUTE (SHOWN WITH 3'0 SIDEUTE) WITH CONTINUOUS HEAD & LAMINATED FXTFRIOB O HINGE TO SIDEUTE SECTION (SHOWN WITH 14 SIDEUTE) JAIL 000R & SIDELITE JAMB FORMS UNCLIPPED MULLION WHEN NOT USING CONTINUOUS HAD & THRESHOLD THE (2) FRAMES ARE CLUED TOGETHER W/ CONSTRUCTION ADHESIVE 2 SEE NOTE 1 15' MIN. DAB. IIIIIID • .• . SEE NOTE 3 SHF. 7 .1 2 2 SHT. 7 SEE NOTE .25 MAX. SHIM .15' MAX. C —SINK 'n w • • • a •• • 33 HORIZONTAL CROSS �ECVQN 4 SIDEUTE TO BUCK • ad 0 W •• ••• • •• ••• • • • .15' MAX. C —SINK SEE NOTE 2 SHT. 7 .25' MAX. SHIM 4 HORI7ONTAL CROSS SECTION 4 HINGE TO BUCK •• • ••• JNTERIOR •••• • • •••• • •• • • • . •••• 1.15' MIN. • EMB. • o I© 4 X !al • ••• • ••• •• • •• • • • E § IYJ� C3 V) re p . � u cc °1 Lu mar: 1/17/02 SCAM N. T.S. COO. AA WLN oat. Er: RW • 0RArwo 1%: S -2202 TYP. S1N J F I OOR TY -4 r -6• PIN 63 SEE DETAIL "C" SHT. 6 I 6.0" 3.0" sr 3.0" 6.0" 6.0" 3.0" i 3.r A 3.0" i 0 0 (b rd WHEN ATTACHING SIDELITE THE ABOVE ANCHORING APPLIES. SEE DETAIL "C" SHT. 6 6 SEE DETAIL "E" SHT. 6 3" • • • • • SEE DETAIL • "D" SITY..6•: • • •• • 6 " •••• • SEE DETAIL • • • "F" SHT. 6 • • DOUBLE DOOR • - • • • • • ••• • • ••• ••• • •••• • • • • •• • ••• • ••• • • • • • • Ln °po Boon N O S o U� . a _ Ln to ^tea z` 3 tRi . ▪ ggL • mm • • our, 1/17/02 sate N.T.S. MU et WLN omen RW D.amo 5-2202 ow or r • •• e. ® — SEE DETAIL " I'll I. � .' ell 1 ..._ -_ L 6. 4 6 • r 3 O 6' " 6 . .IA 6 *if 111 in ® 6" T r —I 3" SEE DETAIL "D' O 6" 3, 6. 1 i a O • • Y IY•I #C CYww/•L•. 4r • 6i • • ao • •• • • • • ___ • nErAlaggegEWSMEAsura DETAII "E" WINDJAMBER ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. ASTRAGAL HOLES MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE TEST BUCK DEEP ENOUGH FOR A 2" THROW 11ETAIL "F" WINDJAMBER ASTRAGAL DETAIL °E" ENDURA ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. DETAf1 'F' FNDUAA AATRA(AL SEE DETAIL 3" SEE DETAIL 3" •E „ ASTRAGAL. RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE TEST BUCK DEEP ENOUGH FOR A 1.375' THROW ti 3' SEE DETAIL 3' DOUBm DOOR WITH (2) 3'0 SIDEUTES DETAIL 'D" 6" 3" 1- 3 • • • 1• • • •• .. • •••• • •••• • •• • • • •••• • • •� ito • 0 • • • • • • •• • • • •••• • .••• • •. • • 4 fn •30-7.L• • • •.. • • 7 • a • WE: 1/17/02 owl: N. T.S. o•n. m WLN GCC •M RW of•••o xo.: S -2202 • L1 or Rs o• • • • EXTERIOR INTERIOR EXTERIOR INTERIOR SEE NOTE 2 SHT. 7 .25' STEEL INTERCEPT SPACER .25" STEEL INTERCEPT SPACER > U) 0 .50" GLASS BITE = `�, .•, ..�•. > i�� .125" TEMP. GLASS .25" AIR SPACE 125' TEMP. GLASS 1/2" INSIII ATFD TFMPEREO GLASS .125" TEMP. GLASS 25 FAIR SPACE .125 ' TEMP. GLASS (00L) EXMERIOR • . INTEFRIOR • .50" GLASS BIT .25" STEEL INTERCEPT SPACER SEE NOTE 2 SHT. 7 50" GLASS BETE .25' STEEL INTERCEPT SPACER SEE NOTE 1" INSIIIATFD TEMPERED R1 ASS 2 SHT. 7 50 • (SPECIALTY BAYLITE) GLASS 817E SEE NOTE NOTES: 2 SHT. 7 1. SPACING FOR ITEM 144 THE PIN NAIL ATTACHING THE SIDELITE TRIM IS AS FOLLOWS; TOP & BOTTOM (1) AT 2.0" FROM OUTSIDE CORNER WITH (3) MORE 175" 0.C. SIDES FROM TOP DOWN; (1) AT 2.75" FROM VERTICAL CORNERS MTH (6) MORE AT 14.0' 0.C. MAX. 2. SPACING. FOR ITEM 140 WITH ITEM 132; TOP & BOTTOM (1) SCREW IN THE CENTER AND (1) 3.75 FROM EACH HORIZONTAL CORNER. TOP DOWN, 1375 ", 10.75 ", 18.125 ", 25.5 ", 32.875', 40.25', 47.75 ", 55.125" & 62.5 ".SPACING FOR ITEM 140 WITH ITEM 133; TOP BOTTOM (1) SCREW IN THE CENTER & (1) 3.25' FROM EACH HORIZONTAL CORNER. TOP DOWN 3.25 ". 13.75 ", 26.5 ", 39.25 ", 52.0", & 62.625 ".SPACING FOR, ITEM 140 WITH 134, TOP & BOTTOM; (1) SCREW IN THE CENTER & (1) 3.75" FROM HORIZONTAL CORNERS. TOP DOWN, 4.5 ", /18.25 ", D33•0 ", 4E1625" & 81.375'. SPACING FOR ITEM 140 WITH REM 35, . TOP AND BOTTOM (1) SCREW IN THE CENTER & (1) .75" FROM EACH HORIZONTAL ' CORNER:= TOP DgNVN 13125 28.25 ", 39.375" & 52.5 ". 3. THE SIDELITE IS HELD INTO TM E lir THE 2 PIECE MUWON APPL TION: WITH ITEM 114 (0101%4- SPACING AS FOLLOWS; , HEADER AND OUTSWING THRESHOLD• SCREW 3.0" FROIdEACH HORIZONTAL CORNER. IN THE INSWING APPUC jON USE ITEM • 150. (pax 3 ") IN THE INSWIl L . THRESHO DES; (1) .4,7 6.0' FROM UGH RTICAL €ORNER WITH (4) MORE EQUALLY . 4. SPACING FOR ITEM 141 ATTACHING THE WINDJAMBER ASTI 'GAL TO THE INACTIVE DOOR IS AS FOLLOWS.`FROM THE BC*FOM IIP; 1 " , 3.0 ". 5.0", 20.0 ". 38.75" & 57.75 ". FROM THE TOP DOWN; 1.0 ", 3.0" & 5.0 ". I 5. SPACING FOR REM 149 ATTACHING THE ENDURA ASTRAGAL TO THE INACTIVE DOOR 15 AS FOLLOWS FRI7 TOP DOWN: (2) SCREWS AT 3.0' DOWN AND .68" APART, 4.0'. 11.0 ", 19.0 ", 27.0 ", 34.0 ", 44.0 ", 51.0 ". 58.875 ". 86.875 ",.73.875 " Ac (2) AT 74.875" .88' APART. THERE IS (1) ADOITIONAL 18 x 1.75" DECK SCREW AT 51.75" DOWN FROM THE TOP. ALL THE SCREWS COMING, DOWN THE ASTRAGAL ARE GERED EXCEPT FOR THE 1.75" SCREW. R i5 CENTERED ON THE ASTRAGAL 6. THE SIDEUTE IS HELD INTO THE FRAME IN THE 1PIECE MULLION APPLICATION WITH ITEM 114 _SPACING AS FOLLOWS; HEADER AND THRESHOLD; (1) SCREW 3.0' FROM EACH HORIZONTAL CORNER. JAMB SIDE; (1) AT 8.0" FROM EACH VERTICAL CORNER WITH (4) MORE EQUALLY EQUALLY SPACED. AT THE HINGE MULLION THE SIDEUTE IS HELD IN WITH (2) ITEM AT EACH HINGE LOCATION. AT EACH STRIKE MULLION THE SIDEUTE IS HELD IN WITH ITEM 142 SPACED 8.0" FROM TOP AND BOTTOM CORNERS ` WITH (4) MORE EQUALLY SPACED. .125" TEMP. GLASS 25" AIR SPACE 125" TEMP. GLASS • 125" TEMP. GLASS .25' AIR SPACE .125" TEMP. z rYZ GLASS 1/2" INSULATED TEMPERED GLASS (RSL) • • • • • •• • • •••• • • •••• • • •• •• •••• • • • •••• • • • • •••• • • • . • • ••• • • • •• • 1/2" INSULATFD 1EMPERED 611A611 (TgINITY J AMPAC) • • • • •• • • ••• • • • •• • ••• •• • • • are 1/17/02 WGtt: N. T, S. we. ev WLN ax RW "ar xa 5 -2202 sun" 7 ar g 4 Rae 1/17/02 sum N.7.S. nee. eT WLN D. BY RW IMAM 110: 5 .... 1 ft1 ERIAL OUTGA BUMP FACF AISMINTIM AWFSHOLD, /051" WA/ / 481 p. w-410, .050' ALU 44.1C LAM. LUMBER FRAME 3,5LA MNATED LONBER MULLIO • 4.5637 2.125 --I • 2" H OUTSVING1111; RLD • NOLO. .54 LITE FRAMF A4 tie HP POLYPROPYLENE • (THFRMOFIL-P6-30FM0391) s 4 2.4375" —1 in TRINITY/AMP/4 III 6 A GLASS LITE FRAME POLYPROPYLENE 0 •, .505i .5" GLASS LITE*FRAME POLYPROPYLENE 2.5" 0 .5r GLASS LITE FRAME ttC (15) LOCk BLOCK - 01P 1-1331•1 T " ' 0 LATCH PI HINGE STILE .3=0SL1115111 E LAMINATED 1 UMBER W/PINE CAP is) ; ,4t— 1.5ar-1 MEM nook MP RAIL SIMI ITV TOP RAI1 1 O 2 000R BOTTOM FAIL* j-o .9 BOTTOM RAIL WOOD COMPOSITE * 60.4 fif t i " $4V 40 . U) CO N zr Pt= 1••• • .40P I R I. --- c.r te i v 0 -E---11--.150- WEATHERSRTIP 14 slot ri* SIDE nil 012 : 4P 10 1.581 ' .3125" tI 0 SIDELITE W000 TRIM IOXCREFN LOXSEAL. V-965() Lr? . 25 0 .5 4 . z ,, .# V:9 wiiikTHERSRTIP ASTRAGAL 881stam8822 H (WR68P T-6G63 FXTRIORD ALUMINU • 0;,.„„ ASTRAGAL . HAS 0 (2) 8 .0 8oLTs 4480770M & (2) XV' BOLTS CIMTOP .A • • • • *TA: • • :pi • f * sf; • • 1 • • • • . r.47 -2_,••••• 1 • • • • • . • • • .20 • • EMUDED Al UM. L 055" ALUM • • • j • • • • • • • • 1§ • • II • • • • • • • • • sitar IL of _ft • .. • • • • • • • • ... • • .. • • .. ... . • • • • • . . • • • .. • • • • • .. . . . . . • . • • . • • ••• • • .. • • • . .. • . • ••• • • • • • • • • .. .. • ... • • ... 'MS • Ittk • 4 MIA MI•DAD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pozzi Window Company 62845 Boyd Acres Road Bend, OR 97701 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Direct Set" Aluminum Clad Wood Fixed Window / APPROVAL DOCUMENT: Drawing No.DS -1, titled "Direct Set Fixed Aluminum Clad Wood Windows ", sheets 1 through 5 of 5, prepared by R.W. Building Consultants, Inc., dated 9/9/97 with revision on 3/18/03, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and . expiration date by the Miami -Dade County Product Control .Division. MISSILE IMPACT RATING: Large - and Small Missile Impact ✓ LABELING: Each unit shall bear a permanent label.with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 00- 1003.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. 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 NOA No 03- 0210.06 Expiration Date: February 26, 200 Approval. Date: April 24 2003 Page 1 DESIGN PRESSURE RATING ALL MODELS SHOWN GLASS TYPE MAXIMUM LENGTH & WIDTH MAXIMUM SQUARE FOOTAGE DESIGN PRESSURE 1 /4' -HS (LAM) 1/4 " -HS 60" X 120" 50 SO. FT- + 50.0 - 50.0 1/4" -ANN (LAM) 1/4" -ANN 46" X 96" 32 SQ. Fr. + 65.0 _ 65.0 1/4" -ANN (LAM) 1/4" -ANN 45" X 60" 20 50. FT. + 75.0 - 75.0 3/16" -ANN. (LAM) 3/16" -ANN 36" X 60" 15 SO. FT. + 75.0 - 75.0 POZZI WINDOW COMPANY ALUMINUM CLAD WOOD WINDOWS FIXED FRAME DIRECT SET SERIES (IMPACT) l GENERAL. NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS SYSTEM MEETS THE REOUIREMENTS FOR WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626 OF THE FLORIDA BUILDING CODE. 5. FOR DESIGN PRESSURE RATING SEE CHART THIS PAGE: 6. THIS PRODUCT MEETS WATER REOUIREMENTS FOR THE "HIGH VELOCITY HURRICANE ZONES ". 7_ ASYMMETRIC. SHAPES ALSO APPROVED FOR MIRROR IMAGE ABOUT VERTICAL AXIS. ^60.0 " -- ASYMMETRIC PENTAGON RECTANGULAR 33.87" 60.0" QUARTER ROUND 0 0 e TRAP'ZOID 741.76" ELLIPSE RADIUS TOP 51 ' MAX. W /NAILING FLANGE 48" 0.A. FRAME WIDTH AT RADIUS (� • HEXAGON HALF ROUND 60.0" MAX. OVERALL — WIDTH TRIANGLE FULL ROUND KILIBUCT I °,BVLSe Fs cr . t•io tb:: Rr,<i Ems¢: _n r A,ccomm,`c NeWlat h7: PiBnx QR 0. 0 0 0 z z 0; > Ir �+ � /BUILDING CONSULTANTS. INC 813.6599197 > 9/09/97 Sane N.T.S. . Err: ZRK oa er RW max; NO4 D5 - smEr 1 or 5 30:0" 30.0" OPEN BOTTOM OPEN BOROM. QUARTER ROUND HANDED SECTOR • 60" OA. FRAME WIDTH - j OCTAGON INTERSECTION OF TANGENT SEE SHT. 2 FOR ANCHORING LOCATIONS _1 I I I I I ( ! 7 l t 2 74" '— e a < a TYP. STMTAETRIC PENTAGON • TABLE OF CONTENTS SHEET A DESCRIPTION. 1 GENERAL NOTES AND .TYPICAL ELEVATION 2 VERTICAL CROSS SECTION •& GLAZING DETAILS 3 HORIZONTAL CROSS SECTIONS & ANCHOR NOTES 4 FRAME CONSTRUCTION DETAILS ' 5, :. COMPONENTS & BILL OF MATERIALS POZZI WINDOW COMPANY ALUMINUM CLAD WOOD WINDOWS FIXED FRAME DIRECT SET SERIES (IMPACT) l GENERAL. NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS SYSTEM MEETS THE REOUIREMENTS FOR WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626 OF THE FLORIDA BUILDING CODE. 5. FOR DESIGN PRESSURE RATING SEE CHART THIS PAGE: 6. THIS PRODUCT MEETS WATER REOUIREMENTS FOR THE "HIGH VELOCITY HURRICANE ZONES ". 7_ ASYMMETRIC. SHAPES ALSO APPROVED FOR MIRROR IMAGE ABOUT VERTICAL AXIS. ^60.0 " -- ASYMMETRIC PENTAGON RECTANGULAR 33.87" 60.0" QUARTER ROUND 0 0 e TRAP'ZOID 741.76" ELLIPSE RADIUS TOP 51 ' MAX. W /NAILING FLANGE 48" 0.A. FRAME WIDTH AT RADIUS (� • HEXAGON HALF ROUND 60.0" MAX. OVERALL — WIDTH TRIANGLE FULL ROUND KILIBUCT I °,BVLSe Fs cr . t•io tb:: Rr,<i Ems¢: _n r A,ccomm,`c NeWlat h7: PiBnx QR 0. 0 0 0 z z 0; > Ir �+ � /BUILDING CONSULTANTS. INC 813.6599197 > 9/09/97 Sane N.T.S. . Err: ZRK oa er RW max; NO4 D5 - smEr 1 or 5 30:0" 30.0" OPEN BOTTOM OPEN BOROM. QUARTER ROUND HANDED SECTOR • 60" OA. FRAME WIDTH - j OCTAGON INTERSECTION OF TANGENT SEE SHT. 2 FOR ANCHORING LOCATIONS _1 I I I I I ( ! 7 l t 2 74" '— e a < a TYP. STMTAETRIC PENTAGON • 0 0 = J ci 3 RIOR d 10 O o — h INTFRIOR SEE NOTES a'E1 1. 2. 3 & 4 SHEET 2 O 10 O • 7w ■��u top ' `tit/ MIN. 3.5 VERTICAL CROSS SECTION. TYP 2 WITHOUT NAILING FLANGE SEE NOTES 1, 2. 3 & 4 SHEET 2 SEE NOTE 2 SHEET 2 INTERIOR SEE NOTES 1, 2. 3 & 4 SHEET 2 SEE NOTE 3 SHEET 2 1— MIN. 3.5" . C) 2 1 VERTICAL CROSS SECTION WITH NAILING FLANGE & OPTIONAL DRIP CAP SEE NOTES 7, 2, 3 & 4 SHEET 2 ul W 41 Z ' NOTES: ANCHORING FASTENING TO WOOD SUB —BUCKS 1. RECTANGULAR UNITS — SHORT SIDE — 4" FROM EACH CORNER AND MAX. 14" ON CENTER. LONG SIOE —.4" FROM EACH CORNER AND MAX. 16" ON CENTER. 2. GEOMETRIC UNITS — ALL SIDE — 4 FROM EACH CORNER AND MAX. 12" ON CENTER. 3. RADIUS UNITS — SQL — 4 FROM EACH CORNER AND MAX_ 14" ON CENTER. LONG SIDE — 4" FROM EACH CORNER AND MAX. 16" ON CENTER. AT RADIUS - 1 FASTENER AND IF UNIT EXCEEDS 60" -IN HEIGHT ADD ADDITIONAL FASTENER 4" BELOW SPRINGUNE. 1 ADDITIONAL FASTENER IS INSTALLED AT EACH INTERSECTION OF THE TANGENTS OF THE FRAME AND THE BUCK WHICH I5 CUT AT A 45' ANGLE TO THE FRAME (MIN. .3 PER ' RADIUS). 4. OVAL AND CIRCULAR UNITS — ALL SIDES MAX_ 12" ON CENTER CONTINUOUS. 5. NAILING FLANGES — 4" FROM. EACH CORNER AND A MAX 16" ON, CENTER. (NAILING FLANGE 15 NOT STRUCTURAL. ANCHORS THROUGH JAMBS MUST BE USED) ?ROM:CT i'.e.V1S3) tY onoiyi j . ith is e.oiidI Owe Accrxsece Ho 12.1, 0(. 1 . (N is d' %sr Conl, i DM } z Q . O O O`"N wn O cQ1 5 o < O > U CO Pp 0 N p O NJ I CL. (.fl 0] 0_ Otn a i tr- an .O 14 1.1 Laa f.A \ W3Q \ 0 ✓ V�euu�c colsucvvrtS. mc. 813.6599197 DUE 9/09/9 sate N.T.S. MC et^. PHG Doc 9Y: RW DRunc o0 D5 -1 stair 2 or 0 0 in W it .100" UVEKOL 1/4" HEAT STREGTHENED GLASS 1/4" HEAT STREGTHENED GLASS SEE NOTES 1,2.3& 4 SHEET 2 C3 1 HORIZONTAL CROSS SECTION, TYP WITHOUT NAILING FLANGE SEE NOTE 5 SHEET 2 HORIZONTAL CROSS SECTION, TYP. 3 WITH NAILING FLANGE PRODUCT REVISED es rng wniy me Florists mrnm o No O3- OZIO.O{e 6j3 Miami Div Contra! } o 0 C N n 0 co ti n gal 0 ro 5W ecmon+c co ouLco +rs. e,C 813.6599197 N Z 0 t w ale 9/09/97 size N.T.S. coo 9r: PHG arc er: RW 05 - 1 samT 3 or 5 SEE NOTES 1. 2. 3 & SHEET 2 3/ 16" ANNEALED GLASS .100" UVEKOL 3/16 ANNEALE GLAS DETAIL "A" SPRING LINE FRAME SUPPORT SYSTEM RADIUS FRAME CONSTRUCTION: FRAME CONSTRUCTION ON RADIUS UNITS IS CONSISTANT TO STRAIGHT LINE OTHER THAN THE JAMB 15 SUPPORTED AT THE SPRING LINE OF THE SIDE JAMB WITH A SCREW PLATE WHICH I5 SECURED WITH 10 — 1 78 x 3/4" SELF — TAPPING SCREWS (5 IN EA. JAMB). IN ADDITION, THE METAL EXTRUSION IS SUPPORTED WITH A 1/8" x 3" BRASS ROD IN THE SCREW BOSS AND A 1/8" x 11/32" x 3" STRAIGHT FRAME KEY WHICH 15 POSITIONED INTO THE CORNER KEY SLOT OF THE TWO JAMBS. A j8 x 2" FLT. HD: PHL SCREW IS FASTENED DIAGONALLY FROM THE UPPER JAMB TO THE LOWER BEFORE THE JAMB EXTENSION IS APPLIED. THIS COMPLETES THE INSTALLATION. R DETAIL SIDE JAMB FINGER — JOINTED PONDEROSA L875" x .060" WALL EXTRUDED APPED AND STAPLED ONTO THE WITH SIUCONE (7199 DOW D WITH (3) 88'x 2" FLT. HD. ONE IN THE ADJOINING JAMB 1" FLT. HD. PHL. SCREW I5 HE ALUMINUM EXTRUSION AND THE SLOTS OF THE ALUMINUM R CONSTRUCTION. THE JAMB OSA PINE ATTACHED TO THE 1" FROM THE END AND 8 0.C. x 1 1/2" FLT. HD. PHL: SCREWS. Fite!) P.I'd; cs • a: cazaptyis? ith the Florae ac E•.ia: -9 Ca E:gi:ar -. Era:.. C: R:is3 1 more Q O ra m O n t 0 0 0 z 0 0 Ut 4.44 CONSULTANTS. INC 813.659:9197 WW 9/09/97 srxc: N.T.S. DIG By: P.H.G. CNA Eft RW MANIC M0: DS— I it s 4 or 5 HEAD JAMB DETAIL "6" FRAME CONSTRUCTION: FRAME CORNER FASTENE THE WOOD FRAME 15 3.344" x 1.218" PINE. THE FRAME METAL 15 1.969" x ALUMINUM. THE FRAME METAL 15 SN WOOD JAMB AND MITRED AND SEALE CORNING). EACH CORNER IS FASTENE PHL. SCREWS. TWO IN ONE JAMB AN AT THE MITRE. AN ADDITIONAL #8 x APPLIED INTO THE SCREW BOSS OF T (2) CORNER KEYS .125" x .344" INT O EXTRUSION TO COMPLETE THE CORNE EXTENSION I5 1.375" x .656" PONDER WOOD JAMB WITH 2" x 15 GA. NAILS AND SCREWED AT CORNERS WITH 08 MATERIALS LIST ITEM 2 3 6 7 B 9 10 12 13 14 15 16 88 : 1 1/2' P.H.F.H. W000 SCREW (CROWN FASTENERS) 18 : P.H.F.H. METAL SCREW (CROwN FASTENERS) 17 18 . 1/4" : 1/8' GLAZING TAPE (3M) 1995 SEALANT (DOW CORNING) 19 20 21 22 23 24 25 26 27 28 29 33 PART# AC-90R1 AC - AC -11 AC -173 AC -74 N/A . N /A. N/A N/A • N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 14/8 N/A AC-147 N/A N/A N/A N/A • N/A N/A N/A N/A N/8 N/A N/ 14 /8 DESCRIPTION ALUMINUM FRAME CLADDING - .060 WALL (ANODIZING INC.) WOOD JAMB F/,1 LINEAL - (BMC) WOOD 4 9/16' JAM8 EXTENDER - (BUG) W000 GLASS STOP - UO3 (BMC) FRAME CORNER 'KEY - 2 EA (MITCHELL METAL) 1/2" HEAT STREGTHENEDLAMINATED-GLASS - IMPACT REM 1/2" ANNEALED LAMINATED GLASS 3/6 ANNEALED LALONATED GLASS PRESSURE TREATED 2X BUCK P.T. W000 NOT USED 2' s "15- G0. FINISH NAIL -- (STANLEY/BOSTICH). 1 1 /4' : 16 G0. FINISH NAIL - (STANLEY/BOSTICH) 1/4' WOOD SHIM 810 >< 3' P.H.F.H. WOOD SCREW (CROwN FASTENERS) NOT USED 88 i 2" P.H.F.H. WOOD SCREW (CROWN FASTENERS) LNEKOL 5 RESIN INTERLAYER (uC8 CHEMICAL CORP.) NOT USED W0013 GLASS STOP - 1G (BMC) NOT USED NOT USED NOT USED 11199 SEALANT (Dow CORNING) 1 13/16' z 5 SCREW PLATE 88 : 3/4' SELF- TAPPING P.H.F.H. WOOD SCREW 1/8" : 3' BRASS ROD 1 /5" >< 11932" : 3" STRAIGHT FRAME KEY ULTRAEDGE GLASS SPACER DRIPCAP - (ANODIZING INC.) FOLDING NAILING - FLANGE - (AMESBURY) 11 GA. 1 -5/8' ROOFING NAIL MATERIAL 6063 -T5 ALUM: PONDEROSA PINE • CLEAR PINE CLEAR PINE 6061 -T6511 ALUM. STEEL STEEL STEEL �I .LL COLOR MATCH STL SEALANT CLEAR PINE SFAIANT SIMPSON STEEL BRASS STEEL STEEL 6061 -76511 ALUM. POLY . GALV. STL PRODUCE RE'lsED cumpl!iKE .tea Ibt Florid Eoidng Co3- A r= Nn 2/D.G16 f 8p Co: n 1 >- Z cr O (n U O � cn U 3> Q 0 C ZQCC,) CQ • m - N Q o CL C 0 m •CONSULTANTS. D . 813.559.9197 M10 1/14/03 spur: N.T.S. WIC. er•. IRK Dec er: RW MR MHG. • NOS DS -1 5 OF 5 .1-1.97" J 0 FRAME CLADDING • 1.37" O JAMB EXTENDER 1.31" r _ 4 I :31 "--{ I .13 O CORNER KEY 0 OPTIONAL DRIPCAP 3.33" WOOD JAMB 4 [.47" J 1 .28'J t 3.19" -{ O GLASS STOP NCB) r.41 N� 1 -42" .19 � 2.42" — ---1 21 GLASS STOP (IG) .43" 32 OPTIONAL NAILFIN 68 32 6p06-r/q MIA MIDADE' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pozzi Window Compairy 62845 Loyd Acres Road Bend, OR97701 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 irn nediately 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 Count•Product Control Division that this p.roduct 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: Aluminum Clad Wood Outswing Door APPROVAL DOCUMENT: Drawing No.S -2336, titled "Pozzi Impact Resistant Aluminum Clad Wood . • Outswing Patio Door ", sheets 1 through 8 of 8, prepared by R.W. Building Consultants, Inc., dated 1/20/03 with revision on 5/22/03, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. .MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. .RENEWAL of this NOA shall be considere 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, advertisingor 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 slwll bc;)ro'tdt d Io:UC our by the manufacturer or its distributors and shall be available for inspection at, the jobsite•�rt• oflhv2uilding Official. This NOA revises NOA # 01- 1224.06and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was rcvicwcd•by 'G heodaie 1 i nian,�1;.E. •.. . - • • • • •• • • • . • • • • • • • -• .. -•- • -. • ••• - ••- • • ••• • • • • • • • • - • . • • • • • ... • • • • • • • • • • • • • • • • • • •• • • ••• • • .. MIAMI COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET,SUITE 1603 ' MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305).375 -2908 NOA No 03- 0224.06 Expiration Date: February 11, 2007 Approval Date: June 26, 2003 Page 1 TABLE OF. CONTENTS SHEET f DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 _ 26.625" VERTICAL CROSS SECTION & 'FRAME CONSTRUCTION 4 MAX. D.L.O. 5 DOOR PANEL CONSTRUCTION 6' .ANCHORING - ` 7 BILL OF 'MATERIALS & .UNIT .COMPONENTS 3 BILL OF. MATERIALS . & UNIT COMPONENTS H I TABLE OF. CONTENTS SHEET f DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 GLAZING DETAILS & DESIGN PRESSURE SPECIFICATIONS • 3 VERTICAL CROSS SECTION & 'FRAME CONSTRUCTION 4 HORIZONTAL CROSS SECTION 5 DOOR PANEL CONSTRUCTION 6' .ANCHORING {DETAILS 7 BILL OF 'MATERIALS & .UNIT .COMPONENTS 3 BILL OF. MATERIALS . & UNIT COMPONENTS ( POZZ!V\ V COMPANY ALUMINUM C1 OUTS WING PATIO DOOR II APPROVED GENERAL NOTES 1. THIS PRODUCT I5 DESIGNED TO MEET THE FLORIDA BUILDING CODE 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS (SEE ANCHORS SHEET 6). ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS SYSTEM DOFS NOT. REOirII6E WINOBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN S!CTION '11126.1 OF THE FLORIDA BUILDING CODE. • • •.• • • •• 5. D RATING SHOWN TH16 RAGE:* FOR DETAILED DESI�•I� PRLS URES wITA APPf PRIATE GLASS �GGIFIC�TiDNS SEE i#4451, 1 SHEET • 6. THIS RRODUCT MEETS %ATER REOUIRMIT.S. cOR THE ' • V : L . Cf1Y HURRICANE . • ZONES. • • • G • G •• • • • • G G • 75.1875'x 98-125' DESIGN PRESSURE POSmvE • 60.0 NEGATIVE - 62.0 WIDTH 82.125' SURE 60.0 70.0 36.0' x 82.125' DESIGN PRESSURE POSITIVE + 60.0 NEGATIVE - 62.0 G G 320' x 98.125' DESIGN PRESSURE POSITIVE • 60.0 NEGATIVE - 70.0 I'RDDUCTREVSLD Ilaidin 04.41e A¢aTgaeke r7.D3-02 � >• � ti � . IWc I Mani Cork ticdoc* Co.bi G. nn N,j\1- NOOQ VI .1 nn Z BUILDING CONSULTANTS, INC 81.1.659.9197 0rn 1/20/03 scut N.T.S. enc. or: T.1H ox Br: RW BRAYING H0: S -2336 two' I or 8 • • ••• • • • • •• • • • • ••• ••• • • •••• • • •1i0• G i••11•• •••F•1• :0 G • •G G 61 1875 - x 98.125' DESIGN PRESSURE POSITIVE + 60.0 NEGATIVE - 70.0 38.0" x 98.125" DESIGN PRESSURE POSITIVE + 60.0 NEGATIVE - 62.0 32.0' x 96.125' DESIGN PRESSURE POSITIVE • 60.0 NEGATIVE • 70:0 75.1875' x 82125' DESIGN PRESSURE POSITIVE + 60.0 NEGATIVE - 62.0 75.1 MAX_ FRAME a • I G 63.1875'x DESIGN PRE POSITIVE NEGATIVE •I 98. 4.719" MAX. 0.1..0. TABLE '1 - GLAZING SPECIFICATIONS OPENING GLAZING DESCRIPTION D.L.O. MAX. SQ. FEET GLASS -DP POS. DP NEG. UP TO 1 /2" LAMINATED GLASS 75.1875" X 98.125" 3/16' ANNEALED -.100 UV ANNEALED 26.625" X 84.719" 15.66 SO. FEET + 60.0 PSF - 62.0 PSF UP TO 1/2" LAMINATED GLASS 63.1875" X 98.125" 3/16' ANNEALED -.100 UVEKOL -3/16' ANNEALED 20625" X 84,719' 12.13 SO. FEET + 60.0 PSF - 70.0 PSF UP TO 1 /2" LAMINATED GLASS ' 38.0" X 98.125" 3/16" ANNEALED -.100 UVEKOL -3/16" ANNEALED 26.625' X 84.719" 15.66 SO. FEET T 60.0 PSF - 62.0 PSF UP TO 1/2" LAMINATED GLASS - 32.0" X 98.125 3/16' ANNEALED -.i00 UVEKOL -3/16" ANNEALED 20.625" X 84.719" 12.13 SO. FEET ÷ 60.0 PSF -. 70.0 PSF • 11Q 1/2" LAMINATED GLASS • • • 71,15,5 X 82.1_5• i o AN NEALED - UV KOL -3 tb' ANNEALED • /�' / 26.525" X 68.719" 12.71 50. FEEET T 60.'D PSF - 62_0 PSF • •••• • • UF•T0 • 1/2" LAMINATED GLASS 63 875" X 82.125 .1 3/1 ,1" ANNEALED -.100 LIYEKOL -3/16' ANNEALED 20.625" X 68_719 9.84 50. FEET ± 60.0 PSF - 70.0 PSF qP TO • • 1/2" LAMINATED GLASS 26.625" X 68.719" = 60.0 PSF - 62.0 PSF 12.71 SO. F LLI : • 35.0". X 82.129x •3/16' ANNEALED - .100. UVEKOL -3/16' ANNEALED UL• 70 • • • • • 1/2" LAMINATED GLASS 20.625" X 68.719" 9.84 SO. FEET _ 60.0 PSF - 70.0 PSF •32.0 1K 82.125"• • •T9(t b ANNEALED -.100 UVEKOL -3/I6" ANNEALED PRODUCT REVISED at complying with the Florida Raiding Code Acceptance Nm9in22 Q(e E.xpkatlmn Date 49 t ( BT /.a Miami Dads Product Control r z 0_ p 0 W CC a)',.._ O O csi mo w CO tr mO v N t N co i 0 to CD d CC n N W 2 O e5 co W 0 0 0 z V) 0 1.J tL BINLo,NC CONSULTANTS, INC 813.659.9197 ouc i /20/03 scM-E: U.T. mac. 8Y. TJH OIL Br: RW 0R SANC NQ: S-23.36 • •••• • • • • • • • • • • • •••• • • • • • • • • • •••• • • • • • • • • •• • • • • • IMPACT RESISTANT GLAZING DETAIL 3/16" ANNEALED - UVEKOL - 3/16" ANNEALED 3/16' ANNEALED GLASS • .100 UVEKOL 3/15" ANNEALED CLASS 0 0.50' MIN. CLASS BITE • • ▪ • d W _•• ,4•• t r gN ••• • 7 • 0 • • b • • •a•• • O • 6 co m SEE NOTE 3 • • • • • • ••• • • • • •• • • • ••• • • • • • • • • •• • co SEE NOTE 2 • • •.•. • • • •• •••• • •••• EXTERIOR • •••• • 1 VERTICAL SECTION TYP. 3 • INTERIOR SEE NOTE 1 SEE NOTE 1 io Nt w N SILL ANCHORING NOTES 1. FASTENERS ARE COUNTER SUNK A MINIMUM .15 THRDUG THE JAMB AND PENETRATE INTO THE BUCK WITH A MINIM EMBEDMENT OF 1.33`. 2. SILL SHOOT BOLT STRIKE ATTACHED THROUGH SILL WITH ( 3/16" X 2 1/2 TAPCON TYPE ANCHOR. 3. HEAD SHOOT BOLT STRIKE ATTACHED WITH (2) #8 X 2 1/ PFH w.S. SIDE JAMB DETAIL - A - FRAME CORNER FASTENER DETAIL SEE FRAME CONSIKUCTION NOTES SHEET 4 H UM 3) 2 PRODUCT REVISED in complying with the Florida Balding Code Ascaptaacc No 034/Z24.124 6Gitai Dade Product Control DivElon to C r m cc o- N z n 0 O 1- 0 0 z in z 0 CC CONSULTANTS, INC 813.659.9197 w1e 1/20/03 SCALE: N. T.S. moo.. er: TJH taut Br: RW OaanwC N0.t 5 -2336 s¢n 3 w 8 1.33" MIN. EMB. • • • • • •I • • • •1 • •••• • • • • • • • • I r .15 MIN. C —SINK SEE NOTE 1 1 k 2 • • • • J• • • • • •••• • •• • • • • ii Awl -JAI VbfF$ ••••• 1. FASTENERS - COUfITI!ft SUNK A MINIMUM . .1 5 THROUGH THE JAMB AND PENETRATE INTO THE BUCK WITH A MINIMUM EMBEDMENT OF 1.33 ". •••• • • •••• MAX. 37,0625 INACTIVE PANEL WIDTH WITH ASTRAGAL • • • • • • • • FRAME CONSTRUCTION: THE w000 FRAME IS 4.3125" x 1.4375" PONDEROSA PINE. THE FRAME METAL IS 2.26091" x .921875` x .060" WALL ExTRUDED • ALUMINUM. THE. FRAME METAL IS SNAPPED ONTO THE W000 JAMB WITH A LAP JOINT AT THE HEAD CORNERS AND SEALED WITH SILICONE (1199 DOW..;ORNING). EACH HEAD CORNER IS FASTENED WITH (3) 8 x '2" FLT. HD. PHL. SCREWS. AN ADDITIONAL y8 x 1" FLT. HO. PHL. SCREW IS APPLIED INTO THE SCREW BOSS OF THE ALUMINUM EXTRUSION AND A CORNER KEY .125 x 11/32" INTO THE SLOT OF THE ALUMINUM EXTRUSION TO COMPLETE THE CORNER. THE SILL IS ATTACHED THROUGH THE SIDE JAMB INTO THE SILL •BASE y/ITH (3) jpi x 2" FLT HD. PHL. SCREWS. AN ADDITIONAL Q8 . x l" FLT. HD.. PHL. SCREW IS APPLIED UP THROUGH THE SILL METAL INTO THE S BOSE OF THE ALUMINUM SIDE JAMB EXTRUSION TO COMPLETE THE INSTALLATION. FRA14E 0.S.ct C 4 CROSS SECTION ANEL WIDTH (c5 58 — .25 TYP. PRODUCT REV'LSFJI to eomplyic=.ith the Maids Holding Code Aseeptamcc 173- 224. 06 • Eclair-idea Dah_,� Mama Dade Pmdact Coatrul DMsloa >- Z 0 0 0 O W^ ^ S 0 . z O > 3 O W n m 0 .- IVV-O`r) 0 CV O_ tD 03 O_ 1- zox g n 450 ' — tea LD � U N JF o a- a' 0 0 z 0 ti t) 01 �dl rc 2 u La 0 0 2 Z 0 I ` BUILDING CONSULTANTS, tnC 813.659.9197 DATL• 1/20/03 scale N.T.S. DWG. er: TJH aIt Br: RW 0010,011 n0. S -2336 AW 4 or 8 MAX 35.875" ACTIVE P • •• • • • • • •• • • • • ••• • • •••• • • •••• DETAIL "C" • • • • • • • • • • •••• • • • • - •••• • • •A ••• •••• • • • /•••• PANEL DOWELING SET -UP INACTIVE STILE HARDWARE DETAIL SEE SHEETS 6 & 7 FOR COMPONENT DETAILS AND DOrt LISTING DETAIL "C" PANEL DOWELING SET =UP STILE HARDWARE DETAIL SEE SHEET 2 FOR DESIGN LOADS AND GLASS THICKNESS PANEL CONSTRUCTION NOTE: PANELS ARE CONSTRUCT LOCK STILES (4.625 x 1.718 STANDARD BOTTOM RAIL (6.6 (10.25" x 1.71876). LOCK AN WESTERN PINE VENEER LAMIN RAIL AND BOTTOM. RAIL ARE VENEER LAMINATED TO A KILN ROLLFORMED ALUMINUM CLAD DOWELS ARE COATED WITH A APPLIED TO THE DOWELS PRI (SEE DETAIL "C ") THE ASTRA AFTER THE INACTIVE HARDWA 6 ED OF HINGE STILES (4.625" x 1.71875). 5). TOP RAIL (4.625" x 1.71875 "). AND 25 x 1.71875 "), OPTIONAL BOTTOM RAIL D HINGE STILES SHALL BE SOLID ATED TO A TIMBERSTRAND CORE. TOP COMPOSED OF SOUD WESTERN PINE DRIED EDGE- AND -END GLUED CORE. THE SURFACE IS .024" WALL THICKNESS. THE WATER ACTIVATED ADHESIVE AND WATER IS OR TO INSERTION INTO THE DOW L HOLES. GAL IS APPLIED TO THE INACTIVE STILE RE IS INSTALLED INTO THE INACTIVE STILE. PRODUCT RE V LSED n compl)ibg r iDh the Florida addle: Code Aeeayuace No 0S- (7224. CO Expire dare Expire � ir fa... NthaialDade •rodan Caouul DH.hlon. >— Z D- t:i 0 UWN U . 0 O Z >- j CO §0 `'? mp t iV; 0NW Q 10 (D EL 0 a 0 CC 0. CC u 33m LYI an u 0 Q 0 0 h TAT O 0 Z z 2 CC 0 n h ri BUriAMO CONSULTANTS. INC 813.659.9197 u) 0 O x)! oac 1/20/03 srw� N.T.S. oac. trr: TJH co,- ay: RW DRAWING N0. S -2336 sneer 5. or 8- • • • • • • • • • • • • • • DOUBLE DOOR • • • •e•x•IUM SIZE 6'0 r • • • • u W x 75.187" MAX. FRAME WIDTH !•••• • •••• • 6" -- 3' DOUBLE 000R . MAXIMUM SIZE. 5'0 r 5'8 t. •• • • • • • •♦ ,.. 1•• ••, 3" • • l • •• • • •••• 8'0 • •••• • • • • • 75 187" x(A FitAME •••• • • • 6• 3 f CO 0 110 x 3 LC PFH WS B8 x 2 - 1/2" LG PFH WS SEE DETAIL "A" l O x 3 LC PFH WS 18 x 2- I /2" Lc PFH W5 SEE DETAIL 6 38" J x SINGLE DOOR MAXIMUM SIZE 3'0 r 8'O 110' x 3" LC PFH WS ®8 x 2 - 1/2" LC PFH WS SEE DETAIL - A - 18 x 2 -1/2" LC PFH W5 HINGE THROUGH JAMB INTO SUS -BUCK. 7 X 3 /d" LC PFH WS HINGE TO JAMB • DETAIL - A" /18 x 1 -7/2" LC PFH WS HINGE TO 000R PANEL PRODUCT kEYL'EII ai eomplyinetiith the Florida 8a Wla; Cade Aciepaaee No 03 -0224 CV ko Oatc r)21t l /e) D4/7r, 4 , Nand Dade Predaet Cnntnd Dh6hw } <6 O 0 LI Ucc m � Z � DO0� DO an wt 0_10D3a - 30 Coo 2 D z ? i vl D N�j 0 O. o O- a a rt n 0 2 z u n 0 m 0 z to z 0 t0 rr 5W 6UILOW C CONSULTIWTS. INC 813.659.9197 0010 1/20/03 558554 N. T.S. °iC• 80 . TJN Dm. 80 RW 5 -2336 seer 6 or 8 MATERIAL LIST • :M PART .j DESCRIPTION MATERIAL 1 5PD -161 uWwUU -FR44 [ C 405165 - :050'w14.L (0+0521415 •C.) 6063 -15 4114. 2 • SP13-159 9000 5119 3AY8 - (EPIC) 9657699 Pp4 3 590 -164. 9000 HEAD 1048 - (BUS) 8ES(ERN PONE a 5PD -329 8000 CUSS 6609 (Il®) - (BMC) • 855TERN PINE 5 AC 74 ERNIE CORNER KEY - 2 EA. (1n1CHELL METALS) %ES 9945. 6 • N/A ' w+PACT 655166ANT LAl!a+.VED CLASS - (UCB CHE.. • SEE, 59EL7 2 7 - 41/6 PRE551061 TREATED 2X BUCK P.T. 9000 5 B/A NOT USED - 9 - N/A 10 • 2 1/2' PTH r+5 51E21 t 0 5PD 6000 TOP RAC'- (LOX) 9T5(6924 PINE 11 N/A t /.4 FRAME 519. wd7D • 12 5PD -224 9000 40 1 /N 90510u RAIL - (BMC) w -STFAH PINE 13 5P0 -302 10 I /4' BOTTOM RAIL CLALIONC - (NDUESMELD) 3105 1115 4111_ 14 SPO -225 .6000 80T1042 '• - - re • x65159.6 PINE 15 592.-220 9000 STi& i9(BUC)• 1515 6121.: PINE 19 •• • • SPA •a• I9 IuHCE.510.1 .- () """ • • • • • U 8ESIERN ;NNE t7 CDDi1+L IP ��- • • Sit -300 10PL LA 3105 N15 ALw. ID 5P9-!0• *AMU AWL. CLADht • 3105 N15 uuM. 19 . SPD -300 51111 nMDmC - (W • • 3405 1415 ALUU. 20 5P& • 31 • r A51RALu (8 .. 0.110Poc6) 8CSTERN Pao: 21 • • • • SPO -162 ASIBACAL uuLL•N C1P - 1HOl251C) • • 6063 -15 a wU_ 22 SP1-127 • l84L s< AStN.03. Ir- (AN002ar2 6063 -:5 ALU, 73 5P0-% 71 •.t1•E ASTRACJL CO cR - 414+0(424+C) • • • • 6043 -15 uuu. 24 • _.•• ... 4. 549-105. OLIVANC 50. MliA1. - (14 10121240) • • • • • 6063 -15 ALUU. 25 54 11 • CAP - ([02922 r) - OAK 26 590 -213 Sal BASE - (CONNOLr) • OAK 27 ••• 4•• HL5.41000 4AC1IYE MUL11 -e Rr BARE - (NI+Ef • • • 51An+LE55 61EEL 29 .K1$ $two -AC1w( MUL11- POl•I•MAROP4 •15 - (N0AE) • • • • S1AJIn.ESS 51EEL 29 ' • 44,•• • RIUEDCE (3AiS1WJ<CB • • • 57E0. 30 up. TNn.1w 1u C at! i ii 4aUIC.E0Nr FLAK - (NOPPE) COATED 51EEL 31 N/A RDUNDBOLi PULE - (14OPPC) COATED STEEL . 4.1 ® WOOD 'ASTRAGAL O SILL .BASE 2.26 O JAMB CLADDING -.57 j IND 4.51 10 TOP RAIL TOP PAIL /STILE CLADDING INACTIVE ASTRAGAL COVER 4 5/16 039 WOOD JAMB (HEAD /SIDE) OPTIONAL BOTTOM RAIL (10.25) STANDARD BOTTOM RAIL (6.59) SAD " 13 t8 BOTTOM RAIL C 2 e ACTIVE ASTRAGAL COVER BOTTOM RAIL OPTIONAL BOT70u STANDARD BOTTOM .631 --- I ®GLASS STOP (UCB) RAIL (10.25) RAIL (6.57) LADDING EIND 3. 72 {- 1.31 -{ f n 31 -I .13 -i O CORNER KEY 4:61 LOCK /HINGE STILE I -1 1.16 r .47 0, ASTRAGAL MULLION CAP 25 SILL CAP PRODUCT REV(S(:U as complying .114 the Florida Ruldiag Code Acceptance No I� I • a A EsP4a te� Dfriidoo 0 • Miami Dade Product Caouot >- Z 0- 1' O 0 VIN O 02 O Q Z * O Z _Oc 0 m 0 N1 O�w Q 0030. 16 z - m N 0 3 0 2 V 3- 10 61 Art 0 0 Z z 0 W 25 cure: I /20/03 SwF: N. T.S. 017a. B*: TJH 086.921 - RW ®RAPING 440.: S -2336 % E7 7 or 8 24 OUTSWII4G SILL- METAL •1, MATERIAL UST CONTINUED A! PART i DESCRIPTION. MATERIAL HA 0U6. SIRIXE AH0 [(EMBOLI PLATE - (HOPPE) CO31E0 STEEL 'N /A HEAD 31328 SH00T90LT STRIKE PULE - (HOPPE) STAINLESS S1EJ. N/A SILL 55100190LT STRIKE PLATE - (HOPPE) 55665655 STEEL N/A 3 /1r A 2 1/2" TAPCON ANCHOR , STEEL H/A 0-5051 650 WEATI+ERSiwP - (SCH.EGEL) POLY N/A AR50C WEATHERSTRIP BULB - (POEN) POLY N/A • D5602 DOOR SWEEP - (THICK) POLY N/A 3/6" II 1/6" Vila TAPE 3u N/A NOT USED N/6 NOT USED - N/A NOT 6510 - N/A ALL 5NOO7B051 65106 61 - (BRANDT) POLY N/A 1/r . 1" DOWEL (CHICAGO 00911) WOOD 'N/A AOA.SIABL KNGL: W e" • COATED 515L H,R NOT *ED • • • • • • • • •• - •N N» SIAMri50 HINGE - P�, • • • • COALED 51665 H/, • • o HANDLE SL J k ESC`REDI: PLATE• (HOPPE) COATED STEEL H/A • • • iHtN92URN (HOPPE) • • • COATED STEEL H/A • • 11199 51/56x1 (DOW • 'ORNING) • • SEAtAHT HA • 4 1 CAA. ■6f5P 51....6E - (SLAIt5/[•R1CH) STEEL ti/A• • «• Si' P.H.L55 •1• S /61L SCREW (CjigIVe 17PiE++EP.S) 5160. • NA. • • 41 o 2' P.1I.5.15 NIL. SCR[. (NDPPE) • • • COATED STUE5 51/6 • 8 . 2 P.ILEH.ONDOIDISt;2.1 (CROWN •ASTENERS)• TEL .N +�•■" P.H.f.H. OOD SCrilw CRDM+ T0.s 'COLOR WA2CN SD- N/A f6 Pr P.HIJL Silk ( CRDWN rl51E11 • • • • STEEL ' Hp&••t•SED •••• - 1 N/A • f6 . 2 1 /1" Prtt l 1GD: 644 (CROOw1: rAST."NERS) • COATED 51165 I He 3" P.H.E. WOOD 3CRE1't (CTroW+•rA KriER5• 4 5 H STEEL ■ N/A • ••• ],/16" . 3" 1APEipN ,...004, • STEEL N/A f6 . 5/6' Pstrwf •scRrw (CROWN FASTENERS) CAD STEEL N/A 90 . 1 1/2' P3Lr,N. 64)00 SCREW {CROWN FASTENERS) COATED Slut —.85 14- 45 ADJUSTABLE .HINGE 1.39 10 t qq 5 D00R SWEEP r .A9 6. .26 WEATHERSTRIP 70 .59 J 30 WEATHERSTRIP 43 .79 E PLATE 1 I"- 1.42 —1 .09 J 31 ROUNDBOLT STRIKE 1.00 SILL GROMMET PRODUCT REVISED H Y +N16.E6c Florid A l?TPt : Iy I N o m E VI llate D T O i D dr P rmjan 5801n51 13 3 16 3 1t m a 0 0 Z z 0 > u > r it BUILDING CONSULTANTS, W 513.659.9197 0611: 1/20/03 sou: N.T.S. DWG. 9Y: TJH ox 9r: RW 065960 NO.: 5 -2336 sl6:E1 8 or 8 "38 .32 ® SILL STRIKE PLATE :09 —41— 1 f'— 1.50 '-1 .10J -- j -- .45 ! rte Tz DUAL STRIK 33 HEAD STRIKE PLATE 3 SEP i 5 4115 • . • • • 1/ .. .. • • . • • •. ••• . • • .. • •••0• • • • • ... • ... . ......• •••• • ..... .. • • • • • ..... • .... • ...... • • • 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 building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State'of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date I 191_ A� 1 I p ` I � : FF fJ , 'Q5 NE 1 ors Owner's Name and Address I ST No / Street Ml Kant 5 }fcR.1 Registered Architect and /or Engineer e and address of licensed contractor O /4/ Location and legal description of lot to be built on: /1 L Lot t 17 y 2' Block / Subdivision WI f// AM 1? / 1 ,7 o f 3 .1- 2 4iS6eet and Number where work is to be done 1g" is 1 tin 1T T`n 1 'arm 5 f1-CY2.F 7sy %6.c s_ MR- k(J obL..) R.( E'nrv2+4r&E- ` 4 5 ( - -c h)bl L— tale work to be done and purpose of building (by floors), state exterior colors (submit samples) CR - EATE 'STS 12. STe.P W 1 C/8 8 k CO V11pL�1 C. /A)/ (,L, Pr -`alc� 1 f — OG1C5 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering / b= stimated Total cost of improvements $ q D Amount of Permit 5 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors. on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the fpregoigg application, and that he did sign the same. and that all facts therein by him stated are true. Permit No. IA 7 ( 1 Date 7 Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Notary Public, State of Florida /