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BP-05-335 (8)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 tion Nurrtber: i.NSP-25501 Permit Number: BP2005-335 Inspection Date: 08/24/2006 Inspector: Grande, Claudio Owner: OREGON, DAVID AND DORIS Job Address: 551 102 Street NE AUG 29RED Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: ORONI INC Permit Type: Imported Permit Inspection Type: Insulation Work Classification: Addition Phone Number (305)868-6419 Parcel Number 1132060170980 Lot: Phone: (305)685-0412 Building Department Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee ($75) No Additional Inspections can be scheduled until re -inspection fee is paid. Thursday, August 24, 2006 Page 1 of 2 3842 MIAMI SHORES VILL`��.ff BUILDING DF,PARTMEN z. DEPARTMEN?� 305-795-2204 Of Building Inspection Request Dates ,� Type Insp'n �J� Permit No. Spas e,35 Name 81p4 )Pr Address 5 5 (vzs+ Company °RON Phone # Inspection Date Approved Correction Re-Insp'n Fee 4401 OCT 1 9 2005 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Bu. ding Inspection Request Datel0 Type Insp'n 5Q>/ r (An II Permit No. )l Name J ne r Address 551 \E- 1 5� Company ()CO " Phone # Inspection Date Approved Correction Re-Insp'n Fee toes a►i SS'/Ladd: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building"ispection Request Date 10114 Type Insp'n Permit No. ePO5- 33,. Name cn ( Tf, flei- Address 5% 1 NO lotZ Company ' V Phone # Inspection Date 10 Approved Correction Re-Insp'n Fee ez rihnl (F: 12E1'1-42 5M/Vk d. /o( QJ PROPESTIZONLILIE LAND 817AVETORM & P ,J MAIL TO: 9245 S.W. 44th ST. MIAMI, FL 33165 PHONE (305) 221-3416 FAX (305) 553-9903 MAP OF BOUNDARY SURVEY FOR: REPORT OF BOUNDARY SURVEY LANDS DESCRIBED IN PLAT BOOK 15 AT PAGE 14 MIAMI-DADE COUNTY, FLORIDA SEE THE MAP OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 15 AT PAGE 14 , MIAMI-DADE COUNTY, FLORIDA. THIS SURVEY REPORT AND MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIS REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. LEGAL DESCRIPTION: LOTS 19 AND THE WEST'/z OF LOT 20 BLOCK 93 , SUBDIVISION " AMENDED PLAT OF MIAMI SHORES SECTION-NO.-4". ACCORDING TO THE PLAT THEREOF AS RECORDED PLAT BOOK 15 AT PAGE 14 ,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. CERTIFIED TO: CORY GITTNER PROPERTY ADDRESS: 551 N.E. 102ND STREET MIAMI SHORES, FLORIDA 33138 DATE OF FIELD SURVEY: JUNE 10TH, 2004. ACCURACY: THE EXPECTED USE OF THE LAND: AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6 FAC). IS "SINGLE FAMILY RESIDENTIAL". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA THEODILITE AND A SOKKIA 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. DATA SOURCES: THE LEGAL DESCRIPTION WAS FURNISHED BY MARK A. CAMPBELL ARCHITECTS 373 N.E. 92ND STREET MIAMI SHORES, FLORIDA 33138. EASEMENTS: THEERECQRD PLAT DOES NOT INDICATE ANY EASEMENTS ON SUBJECT PROPERTY. ••• •• : • • •.: BOtp&RY IN,COISSISTENCIES: •• • • NONE, •VaRE NCI,TED BY MEASUREMENT OR CALCULATION. • •..••• RECER4JFICA'FtON: • • , .. SPOT & VEY - ORTED: SEY1 JMBER 29TH, 2005. • ••••• •• ••• • • • • •.•• • •• ••• • • ••• • •• •• • •••. • • ••.• • • • •• • • • •• SHEET 1 OF 2 SURVEY NUMBER:04-06-009 SURVEY NOTES 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. NO UNDERGROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN. 2. NO ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND/OR USE OF THE DESCRIBED PARCEL FOR' RIGHTS -OF -WAY, INGRESS OR EGRESS IS SHOWN ON THIS SURVEY DRAWING. HOWEVER THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECORDED INSTRUMENTS OR RIGHTS -OF WAY OTHER THAN SHOWN ON THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY DOES NOT CER-TIF-Y-THAT-SUCH-INSTRUMENTS-DO-EXIST AND LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS OF WAY OF RECORD. 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRED BY THE ZONING OF THE DESCRIBED PARCEL, NOR DOES THIS SURVEY CERTIFY THAT ANY OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONING REGULATIONS. 5. THE NORTH ARROW AND BEARINGS AS SHOWN ARE DERIVED FROM THE ASSUMED MERIDIAN ON THE RECORDED PLAT; THE LEGAL DESCRIPTION THEREON IF SAID DESCRIPTION IS A METES AND BOUNDS AND/OR A FRACTIONAL DESCRIPTION THE BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND THE BASE LINES ARE SHOWN ON THE LOCATION SKETCH. 6. THE FLORIDA INSURANCE RATE MAP PANEL 0093 j DATED 7-17-95 . INDEX DATE 3- 2-94, COMMUNITY No. 120652 NATIONAL FLOOD INSURANCE PROGRAM DELINEATES THE HEREIN DESCRIBED LAND TO BE WITHIN ZONE " X " . ELEVATION N/A FEET. THIS IS NOT A FLOOD HAZARD ZONE. 7. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH MARKS ARE CITY, COUNTY, STATE OR GEODETIC VERTICAL REFERENCE MONUMENTS. 8. THIS IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS PURSUANT TO CHAPTER61G17-6 FLORIDA ADMINISTRATIVE CODE AND MEETS THE REQUIREMENTS OF THE FLORIDA LAND 111LE ASSOCIATION. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARR, LICENSE NUMBER LS 1060. STATE OF FLORIDA. SIGNED: • •• • •• • • • •• • •• • • CHARLES "W. CARE 11117R111117121131, LLC.- PROPEISOZONEAlm AABriE. 6117SVINTORIS . &BRAPPERN MAIL TO: PHONE (305) 221-3416 9245 S.W. 44th St. FAX (305) 553-9903 MIAMI, FLORIDA 33165 •� 1 •• SEE THE REPORT OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 15 AT PAGE 14 , MIAIvII-DADE COUNTY, FLORIDA. THIS SURVEY MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. so E, J03 Qo ST N II 14 15 5 16 17 N 7 I8 tO u 4. __ _ ..._ 102'`-'a LEGEND do SYMBOLS A -- ARC LENGTH R -- RADIUS T •- TANGENT C -• CHORD DELTA(CENTRAL ANGLE) MEAS -- MEASURED CALC - CALCULA ED PCP -- PERMANENT POINT PRM -- PERMANENT REFERENCE MONUMENT PC - POINT OF CURVE RAY - RIGHT OF WAY BM - BENCH MLARK END IP -- FOUND IRON PIPE CLR -- CLEAR CLF --CHAIN LINK FENCE TYP •- jYPIC b (FOR SEVERAL) N/A. -- !i0? AP !ICABLE • • • P.O.B. �OPBEGINNiiN0t • P.O.C.-•?Oi`� f)i COMMENC!MENT • C M - C/NC .MONUMiNT • SA:N SWR! S.a�`ifaRY SEXIER• • - WAVER MAIN WE - W009 AIE • •• • • • • BM -- BENCH MARK PWRTRAN - POWER TRANSFORMER WV - WATER VALVE WIN -- WATER METER P & T - POWER & TELEPHONE LINES MH -- MANHOLE LID CB -- CATCH BASIN CO -- CLEAN -OUT COVER CL - CENTERLINE CBS -- CONCRETE BLOCK STRL'C-. URE CLP -- CONCRETE LITE POLE CONC. - CONCRETE FPL -- FLORIDA POWER. &LIGHT EL -- ELEVATION BASED ON 1929 NGVD END IR - FOUND IRON ROD ENCRO - ENCROACHMENT WMF -- WIRE MESH FENCE DH - DRILL HOLE :Q: D -- NAIL & DISC CT( MION - COUNTY MONUMENT ?KG SP - PARKING SPACE HYD -- FIRE HYDRANT H C PKG -- L.NDICAP PARKING U E - LTILITY SASEMENT r 3 ZZ 5o 2 Z3 So a 5zo , ti 2'4 ::LOCATED IN•.••• • •W1u.:X ` &oF YLIMMI SHORES. MIAMI-DADEMINTY. FLORIDA . .•• ----• • • •• • OIL OC4;1IOIN SE TRH LOT DETAILS SCALE: i INCH = 150 FEET SCALE: 1 INCH = 20 FEET WATE,e MA/N j/z I. , So a 4. 1,4 J (? 1• ° t0 /5• /q4L� y . / ? ' A..f/0,4',' T 1 7vox 23.GZ r. Q j Z .5Toe y v 4 c7S, ,e l 5/„ F4/Cdr //.47 jN / lro.e y cb.eCy /6.36 1 p /G.zo S/5 t0. ti ADO SET ( x � t47° 9.4 oc/ ci.vr 3/• O 3X 3 FGY7Ti!/C 3743 /az ST /-2//,q27— V (n M N SHEET 2 OF 2 SURVEY NUMBER:04-06-009 COPY MIAMI SHORTS VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date 144 Type Insp'n Permit No.'EPOS' 3�7 . Name �'? (t ci e _ a Address 1T� ` D J` NC ( 51 Company N Phone # Inspection Date 101 P Approved Correction ❑ Re-Insp'n Fee ❑ / tc- k ®�11111. CARR UviG, MAIL TO: 9245 S.W. 44th ST. MIAMI, FL 33165 PHONE (305) 221-3416 FAX (305) 553-9903 MAP OF BOUNDARY SURVEY FOR: REPORT OF BOUNDARY SURVEY LANDS DESCRIBED IN PLAT BOOK 15 , AT PAGE 14 MIAMI-DADE COUNTY, FLORIDA SEE THE MAP OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 15 AT PAGE 14 , MIAMI-DADE COUNTY, FLORIDA. THIS SURVEY REPORT AND MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIS REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. LEGAL DESCRIPTION: LOTS 19 AND THE WEST'/z OF LOT 20 BLOCK 93 , SUBDIVISION " AMENDED PLAT OF MIAMI SHORES SECTION NO. 4". ACCORDING TO THE PLAT THEREOF AS RECORDED PLAT BOOK 15 AT PAGE 14 ,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. CERTIFIED TO: CORY GITTNER PROPERTY ADDRESS: 551 N.E. 102ND STREET MIAMI SHORES, FLORIDA 33138 DATE OF FIELD SURVEY: JUNE 10TH, 2004. ACCURACY: THE EXPECTED USE OF THE LAND: AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6 FAC). IS "SINGLE FAMILY RESIDENTIAL". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA THEODILITE AND A WAS FOUND TOO EXCEED THIS REQDUIRCALCULATION ME U ATION OF A CLOSED GEOMETRIC FIGURE DATA SOURCES: THE LEGAL DESCRIPTION WAS FURNISHED BY MARK A. CAMPBELL ARCHITECTS 373 N.E. 92ND STREET MIAMI SHORES, FLORIDA 33138. EASEMENTS: THE RECORD PLAT DOES NOT INDICATE ANY EASEMENTS ON SUBJECT PROPERTY. BOUNDARY It1cONSISTENCIES: NONE WERE NOTED BYY.1v1:CASIJjZF NT•OR CALCULATION. • .: : : •. RECERTIFICATION: • • . • • : ... SPOT SURVEY - DA 1 ED: SEV I hMBER 29TH, 2005. • • • • • • • • • . . og le .. . • . • • • . •.• • • • ... • •.. • .• • • . • • • • • • . . •• • •• .. • • • •.. . • • • • - • •.. • . : • l • . (Pe*...`. • • :. • .. .. ••. • • . • •. . . • . SURVEYOR AND CHARGE: CHARLES W. CARR, SIGNED: SHEET 1 OF 2 SURVEY NUMBER:04-06-009 SURVEY NOTES 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. NO UNDERGROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN. 2. NO ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND/OR USE OF THE DESCRIBED PARCEL FOR' RIGHTS -OF -WAY, INGRESS OR EGRESS IS SHOWN ON THIS SURVEY DRAWING. HOWEVER THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECORDED INSTRUMENTS OR RIGHTS -OF WAY OTHER THAN SHOWN ON THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY DOES NOT CER l Ili Y THAT SUCH INSTRUMENTS DO EXIST AND LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS OF WAY OF RECORD. 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRED BY THE ZONING OF THE DESCRIBED PARCEL, NOR DOES THIS SURVEY CER III Y THAT ANY OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONING REGULATIONS. 5. THE NORTH ARROW AND BEARINGS AS SHOWN ARE DERIVED FROM THE ASSUMED MERIDIAN ON THE RECORDED PLAT; THE LEGAL DESCRIPTION THEREON IF SAID DESCRIPTION IS A METES AND BOUNDS AND/OR A FRACTIONAL DESCRIPTION THE BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND THE BASE LINES ARE SHOWN ON THE LOCATION SKETCH. 6. THE FLORIDA INSURANCE RATE MAP PANEL 0093 j DATED 7-17-95 INDEX DATE 3- 2-94, COMMUNITY No. 120652 NATIONAL FLOOD INSURANCE PROGRAM DELINEATES THE HEREIN DESCRIBED LAND TO BE WITHIN ZONE " X " . ELEVATION N/A FEET. THIS IS NOT A FLOOD HAZARD ZONE. 7. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH MARKS ARE CITY, COUNTY, STATE OR GEODETIC VERTICAL REFERENCE MONUMENTS. 8. THIS IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS PURSUANT TO CHAPTER61G17-6 FLORIDA ADMINISTRATIVE CODE AND MEETS THE REQUIREMENTS OF THE FLORIDA LAND 111 LE ASSOCIATION. MAPPER IN RESPONSIBLE LICENSE NUMBER LS 1060. STATE OF FLORIDA. ffloe CHARLB3 W. CARR illQRYB=IRC#, LLC PUOPPMENECOBLEUR Wen 103711FMTOREP & OPERAS MAIL TO: PHONE (305) 221-3416 9245 S.W. 44th St FAX (305) 553-9903 MIAMI, FLORIDA 33165 SEE THE REPORT OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 15 AT PAGE 14 , MIAMI-DADE COUNTY, FLORIDA. THIS SURVEY MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. 103 Ro .ST �/•O 2 i. A,,, it 10 ,, 9 ,, 8 ,, 1 ,, G ,, 5 AI 4 AI 3 1'.. 2 i I a tiI / olio LA 13 14 15 16 17 18 1- d 21 72 23 74 Jr' O w ,• ,i ,. M �' JI " N 50 ['yip fVS) l02 +,e_—_ 5�. LEGEND .f. SYMBOLS A - ARC LENGTH R -- RADIUS T -- TANGENT C -- CHORD - DELTA(CENTRAL ANGLE) MEAS - MEASURED CALC •- CALCULATED PC? -- PER.MANENT CONTROL POINT PRIM -- PERMANENT REFERENCE MONUMENT PC - POINT OF CL'F, E R/W -- RIGHT OF `.VAY BM - BENCH MARK FND IP -- FOUND IRON PIPE CLR -- CLEAR C L F •- -CHAIN LINK FENCE TYP - TYPICAL (FOR SEVERAL) N/A -- NOT APPLICABLE P.O.B. - POINT OF BEGINNING P.O.C.--POINT OF COMMENC3N9ENi • • CM -CONCRETE MONUMENT � SAN SWR - SANITARY SEWVFit • • W11I - WATER MAIN • • VF - WOOD FENCE • • • • • BM -- BENCH MARK PWR TRAN - POWER TRANSFORMER WV - WATER VALVE WM - WATER METER P & T - POWER &TELEPHONE LINES MH -- MANHOLE LID CB -- CATCH BASIN CO -- CLEAN -OUT COVER CL - CENTERLINE C3S •- CONCRETE BLOCK STRUC'LRE CLP -- CONCRETE LITE POLE CONC. - CONCRETE FPL -- FLORIDA POWER & LIGHT EL -- ELEVATION BASED ON 1929 NGVD FND IR - FOUND IRON ROD EN. CRO - ENCROACHMENT WMF - WIRE MESH FENCE DH - DRILL HOLE N/D - NAIL Sc DISC CTY MON - COUNTY MONUMENT ? G tP �•P�ARKING SP.; H •-- • •'�1 H RANT 1-PC PKG•- •L-t 14AP•PARKING L �L,R'1AS£MEN • • •• LOCATED Ili(: • VJLLAGE •E • MIANII-DAO �OUNT;i'.:FLOIZIDA• . • LOCATION INTITCH:: ••• • • SCALE: 1 NCI L"'$ 1E1`I'• ••• • • • W .. •. 35. 33 LOT DETAILS SCALE: 1 INCH = 20 FEET fF - /Z Iv,9rE,e MA/.tJ 0 t % TEGE' 1avE L/./E'S /5 ,EGG y w ' Asc)y q• 7 , 1 41-'✓ at/ G/NE z3•GZ /5. E0 0 /7. //. .7 3./o- 4 /G.3o ksik 0/ o�1 0)0, \0• 3 / • US 4. rin OZ. .43 3x 3 Fexrra 1 '75. Ufa \. •1 N of/ 5 /G/Nr /az�P sr. SHEET 2 OF 2 SURVEY NUMBER:04-06-009 REZEIVED OCT,/ 2p05 FOEL COPY S f7- o5-335 C-) rtrivo re/4SI i*'ccs Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: SS • ( N /02'%?-- Permit No. j3P 0S -'33S- O ening �D Description of Window Product Acceptance Product Approval Opening Design , Rough Opening Shutter Required hlulUon Required Impact Yes / No or Door or Mullion Number Design Pressure Pressure She Yes / No Yes / No (+) PSF (-) PSF (+) I'SF (-) PSF H %/4 1A1taPow Q3-tom'1D.oy +b0.o- $0,i6 50147-7ItiI s'7 Y 3-7 ue`S tvD NO C ✓_ WiM MO 3 r� -041r0.a�(� --0,7- 7e..y (oo•S2- (d,f.6i x 1C! `iEo S 1u A/0 0 ✓ (.Uih/OAA) 03-0iI 0'0 / t 6o,o —'704 Go,.pa-4(.64- 3 e. v 7 - YCS NO' wo 13 ✓ log IND/ IA) 03-01/00y ttdv.v—Soso 93.1,7 - C.V1.67 5 7 y 77 tic( tiliS rid twUu.4010 62-0311 -O 7 21.- A/C44130dwS 02 67ot. )Z 4' 75-.0"7C•c1 S(,•e2.-(02,6( 9S x 7t.-7 Aro pit Y( .di- F► 000rk. GZ-07o1. ( . +71.olf?S.D 56.2.62.e( 95 X 37 N0 ArU ‘Ic5 i t/ Cr00-44 - 004V1 ©3 .OStoiO3 451 o-47.0 SZ.sy-65cy %-n` it g 0,, AJa 010 4i,s V . r 'M' i-tz,4E•Q c-vLuoNs� 551 NM 102 s-r MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pino Window Corporation. 6860 NW 75th Street Medley, F133166 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 andregulations 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: Aluminum Tube Mullion APPROVAL DOCUMENT: Drawing No. M95-18A, titled "Aluminum Tube Mullion", sheets 1 through 3, prepared, signed and sealed by Humayoun Farooq, P.E., dated 5/23/02, 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: None 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 iri 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 and revises NOA # 99-0302.06 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02-0311.07 Expiration Date: March 28, 2007 Approval Date: July 18, 2002 Page 1 6.000 1.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP .1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION ,TO MULLION AS PER PRODUCT APPROVAL STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH STEP-5 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE STEP USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. Approved Es eomPlyieswitb the Florida Beldles CDate llb2 NORM • ct Cont 1 Miami Dade P Di+lsio Rr RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES. 1. AU. GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD. AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MULLIONS TO BE ALLOY 6063—T5. Engr. DR. I':IMA`.NUH F:tFDoD STRUCTURES PIA PE 0 16557 CI 5) 262-6978 LUMINUM drawing no. M95-18A sheet 1 of 3 MULLION LOAD CHART ; 112-.1/1' ALUM. TUBE I11R (UM rt .mN 36-3/6• N1. SPAN 20 30 48 50 60 70 88 TRISUTARY WIDTH - INCHC3 ANCHORS TYPE A,B. 0R C [HORIZONTAL UUUJON GLAZING PRODUCT tANCHORS A.B. 0R C GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN HULLICN LOAD CHART `1 N. 7 1/ 3 96 20 L• N L .3' .1/B- 4wM TUBE NO Orin GIG 38- I 53-5, 54' 63 30 40 50 60 TRIBUTARY WIDTH - m' I I ANCHORS TYPE 68, OR C VERTICAL UULUON TRIBUTARY WIDTH W1 + W2 2 TYPICAL MUWON ARRANGEMENTS 3/8• ULL 70 88 INCMCB b Nqa MULLION LOAD CHART 1•.4-.1/B' ALTUBE aD M6I Oela \UM. AO-5/B•MULL SPAN I I\ Y \„_ 96' •\106 84' 1/4 20 36 46 60 66 76 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART B- ULL 20 36 40 SB611 70 Be TRIBUTARY WIDTH - INCHES ANCHORS TYPE A RECT-4.1 N ANCHORS 4.8, 0R C U7 a 19 m 20 30 40 • MULLION LOAD CHART 2•44•41i6' ALUM. TLBE 50-5 6.1 im nm I 56• U 11 I i 631 T ( 06 7411/4• 20 30 40 BB 60 70 B8 TRIBUTARY WIDTH - INCHES OA ANCHOR LOAD CHART BA 9 ANCHORS TYPE B RIGT-1 I 57 6 BAN 1 / 11 11 \III/ \N1141k\N'......',111I1 I 1 I 1 1 I 11 1 I/II 111 1E1 60 60 70 00 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 41/6' ALUM TIRE D I II 3' 7{=1/4' Be MULL Al 6• j 08•! 20' 132• 544• 3D 40 S0 60 76 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART : ANCHORS TYPE C 30 40 �.! 74L 1 84 96 80 57 -! 63 L. N 70 88 TRIBUTARY WIDTH - INCHES FOR ANCHORS DESCRIPTION SEE SHEET 3_0E . Approved *soma/lyh,g *b the D.h 4D N Code ROAM ctC Miami Dade P Diririo (1.4,F ow4 E69r: DR. HUMYOUN MOW. STRUCTUIDG FLA- PE / 16557 SE; 60 m N z 0 J 3 2 CO CO 3 1- i J z J QI A drawing no. M95-18A sheet 2 of 3 ANCHORS TYPE 2 X 2 X 1/8' ALUM ANGLE 2/ ASNGLE MUWON % 14 S.M.S. 0 1-1/2• MIN. EMBED INTO WOOD 1/ ANGLE MUUJON 2 X 2 X 1/8' ALUM ANGLE 2-5/6• LONG MUWON 2 X 2 X 1/8• ALUM ANGLE 2.000 PRECAST CONC. S1LL •! 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 3/16 DIA. TAPCON 1 1/2' MIN. EMBED 1/ ANGLE ANCHORS TYPE 2 X 2 X 1/8• ALUM ANGLE MUWON 2 X 2 X 1/8• ALUM ANGLE 2-5/8' LONG MAX. • 14 S.M.S. 1-1/2• MIN. EMBED INTO WOOD 2/ ANGLE A w,:: Ih21F V =Wit OWN., Cafe Deft NOM Antral eP d m RYu ANCHORS TYPE 'C' 2 X 2 X 1/8' ALUM ANGLE `3/ ANGLE MU MUWON • IdL 1+nolnun,ln nni, u : NOTCH WOOD BUCK TO ACCOMODATE CLIP ANGLE TO MASONRY 1/4' a TAPCON L1-1/4• MIN. EMBED • 2/ ANGLE ,m. WON n + CONCRETE OR CONC. FILLED BLOCKS 2 X 2 X 1/8• ALUM ANGLE 3-5/6' LONG WOOD BUCKS NOT BY PINO WINDOWS 'MUST SUSTAIN LLOADS IMPOSED. Eny.: D0. MUKAYOUN FAR000 STRUCTURES FIA. PE % 16337 drawing no. M95-18A sheet 3 of : 3 J `Rug'i0 05 11:45a Benavides (305) 264-4641 p.3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Co. 8585 Duke Blvd Mason, OH 45040 MIAMI DADE COUNTY, FLORIDA METRO-DADEFLAGLERBUIDING 140 WEST FLAGLER STREET, SUITE 1603 MOANII, 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 denim oration 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 (AHI). 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 AW (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance proposes. If this product or material tails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the All J 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 deserted herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. - — DESCRIPTION: Sectional Garage Door 9'- 0" Wide. APPROVAL DOCUMENT:. Drawing No. 101706, titled "Door Models 84A, 93, 94, H93 & H94", dated 11/18/96 with last revision on 08/01/03, sheets 1 of 1, prepared by Clopay Building Products, signed and sealed by M.W. Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal 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 bas 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 termia atiori and removal of NOA LIMITATION: This approval requires the niamdacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this affix: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 31300 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance 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 cite 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 and renews NOA # 01-0410.04 and consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Can i ' :0. e, ' ont PE. 1110111.r� O3 3-0520.037 Expiration Date: September 25, 2008 Approval Date: September 04, 2003� Page 1 "`Aug'10 05 11:45a Benavides (305) 264-4641 p.4 Clopay Building Products Co. . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • (For File ONLY. Not part of NOA) A. DRAWINGS 1. Drawing prepared by Clopay Building Products Company, titled "Door Models: 84A, 93, 94 H93 & H94", Drawing No.101706, dated 11/18/96, with latest revision on August 2003, sheets 1 of 1, signed and sealed by M. W. Westerfield, PE. B. TESTS 1. Test report of large missile impact test per PA 201, cyclic wind pressure test per PA 203 and uniform static air pressure test per PA 202 on 9' wide x 8' high door model 84A/94, prepared by American Test Lab of South Florida, report No. ATL # 1217.01- 96, dated 12/18/96, signed and sealed by W. Mehner, PE. C. CALCULATIONS 1. Calculations of anchors; pages 1, prepared by M. W. Westerfield, signed and sealed by M. W. Westerfield, PE on 01/10/97 D. MATERIAL CERTIFICATIONS 1. Tensile test report No. CTL062C, prepared by Certified Testing Laboratories, dated 01/20/97,.signed and sealed byR. Patel; PE. 2. Salt Spray Exposure test report No. 29198, prepared by Applied Research Laboratories, datedl2/15/93, signed and sealed by C. A Hamon, PE. 3. Salt Spray Exposure test report No. 9EM-1144, prepared by Q.C. Metallurgical, Inc., dated 08/03/99, signed and sealed by K. Grate PE. E. STATEMENTS. 1. Affidavit of minimum yield strength compliance prepared by M Westerfield employed by Clopay Building Products Company, signed by M.W. Westerfield and notarized by B. H. Schuler with No Date. 2. Letter of code compliance prepared by Clopay Building Products Co. on 05/31/00 signed and sealed by M.W .Westerfield, PE. 3. Letter of no financial interest prepared by M_,,, W. Westerfield PE. notarized by M. E. Knisley on 01/10/97 4. No change letter issued by Clopay Building Products on 08/01/03 and signed by M. W. . Westerfield, PE. E-1 O Can do F/Pont,PE. Senior Product Control Division NOA No 03-0520.03 Expiration Date: September 25, 2008 Approval Date: September 04, 2003 MODELS 84A. 93. 94 (UP TO 6'O" HIGH). H93 dE H94 (UP TO 12'0" HIGH gl- se DDEB. 5irj W TOO--L�i0C ATTACKED ammP. swlDOOAw 4 van �y@1 ONC NI00RDU1[ S1LEID1 Flat DIM Nal (A{bN NAME WW2) A 9NP LATCH ENCASES 1D wawa MimiO S RDf) urAncti OF wawa. VogS. ! • -r-A nom wO 60 50. NOES) 114T1 DOOR worm . E'-o' 11.1211I114,31E)i .rrNR1•I YY.IIRAR� SEC1ION3 10' CR 21' 1101 NEW A' •1110 PONT LOCK romn Nf0 IRAs( IN9 SEEN WRNS Of y ( Dart µl /t SHEET Seta O I/00/r SELF TAPPED SCREWS 11�_ThD 450E 1I Ilk 11071filaF WWI!�� LIED NI INNIummi IN 1 s�� ICI I III ,�l1. ,�1- —•AWN' A�A4�AAA�A�AA_ARI4E=11/A A 'EMI i 41j�.l' t�i•�—•1'lll 1 I.■�I yG�Mn�f�� YLI—YNWWwwmYA-11� 11R77 I..IrrCIrWI; 1fON OPO04IAL W11E.At +rA 34W SCE( OO SQ NOES)) NW COON M TN 1610E IS MESH Jaz IRI01R YOMf 1i 1AA et AA 0o &UP TO WO" 1101704474E WO( RAPO T BY DOOR 1939.41ZA pun coutaE11BILANCE S7S101 1 1 10' 3-1/2' DIE 011LV. 5T03. TAD 080470T. purr I 7r (re 03 IT' M DOORS ONLY) 2' Dual vtlrc 91333.• .Dse -1 Y,IS OE Wu. 11107410E BOXER NOT MELD t4t4 O E (1 TOTN. DORI FEN 210E FON DOORS UP TO TO' nag. (7 TOUL BIO(l5 PER see 80! OORS UUPP TO WO' WA. ENO TO 0 NM((1) 3/1A1TcET 1-0/r MnN 0 lAC Scam E I,. ubel TO /8 l0 7i OR TEO 1/4' MEW. I IC.AMA& I4c•i1111r LACY1}111 1 T►. 7- h'Nt2 G CAL/ WW1 I1140441. 11044 UUCK BR 71400 AToa1.D0TTO AAAI 000E B 47N (I) 0/111A 1-3/13" 2' WAY. Elm. TRATE FARp10 TO 2 1/Yf0MACK BMOETS.TINCAr� Mil GC I/4'03BLT OR0 I/4' RIMS. s 11G1+ 1mA NOR& at �u7 DDD.s Nn Te . 1nc1 3- MIER WA COCA CIMENIANCt eREAMED CAI COORS °Va r WON 13 CA OALV. Om CIAO BRAOR(T. 32412alsommAm. 2' ARE CAA. STEEL INK DV. TRAO( TN100NF50 5153' TRACK *00714�E'1pp70 EICH BPA07T OTRR 1E'0w1/{' ME1i BOLT t OUT. TIALliaajvcCfertiAsE. V. EACH TUCK MAORI COOS JAW W Alrfwrit I11 cos L S/B' • • ONTO VERIIGLL TRACK. FAC1I 0710 00 ON eat. STILE DRM KLIED NMOLE OD ETU 244t RANDLE ONP90t 11Tvm 1� Pr 01*P LATOI tear e.w TWO PONT LOCK 105110E IRO 1RACX HAS pD4 =ram or Egisirctx OD 108 COON LOCK 919 DAWES w OCR WOE OF DOOR. E1RE 01 LOCK 910E BOLT AL EACHUXICIWkSIDECIIINI 24 CA. IRA C-40 MEV. AEA IMAM) MTH NCED-ON APM.ED TOO EON 303 OF �SEEL MICAS. NW mum Er 00041 14073.11131 (T0 SOO) 11 OA AIN. 047Y. WED. 00 SOLE 11 CA CAW. C4EFL 00UBLE END STILE 11 G 1OL CAL. M18. 37.E S7E� PrLEINIF7t 144 T KETPP. R • (MEW V) Mous 114 000. oull0 Own NO {y 1/4 u/�" 6Q/ TNi4D SVIlas CR 1*03 0*01 'A') 2' STEEL LORD SIDI 11041E1. 111D.182131116 ! OESICN LOADS: +57.0 PSF Is —67.0 PSF. PRODUCT RII(SWR& r1C.M.S.11415111 bend* 1: i ;.1::R'N w' OMEN MOWER NARK W. R1D FLOWN RECIWNATION D ICAL 4.493 -• 3' WOL 12 G 0A1.Y. STEEL RCP ROLLER DUCKET. b4t7/y( �ir3 A SNOT YET/(4). IMP LAP mous. DONCE CAl Oa WEIL ERPSIENEDR t taa :, 4" SELF DAWNS SCAM& 4. TALL CAC 3-I K OW610- ONE NRtE77OWED TO 000E 0 AT D NA40MIER LOCUMS MN ONE % J/tS DIMS TILL SEW DMUS aET 13 G CALL: NIn. BMW (14.8 ' IMEIT MEM =DDO. 4UU1INUN EARLDOM 03 WNW. R0 DIOISTMP. 11E S40 VENOM R00D JAWS AM TO DE .RAGE t 0R Erna YELLOW P(VCC) LOW L0IS TRANS ERED TO DC otomizottrAkL AL WM WilENENS DAY BE (OUT NOT RESUMED) DOUWESSSR11 10 PRINCE A FLUSH DOUNTNO SURFACE hi W000 .MD/ OW It ANOd1E010 010UT RE10TEOED ■DCK WILL OR 0CH4 St0�4401=[�C/O{EEN1. Rocs CO13 OWL will rto se Ngldi0 / N1-7/4' (RETE AND nT NNIW CoNC E 1�6,q' �A�40'.4102,12213=U111 1-3/4' DDRC yK4&r FRW MAW; 24' O.G AT PO 1OTr 7, 3144PORO91 ETRUCRIRA(. MUMS 71WL M 0 1011E if A RESO DfA O PROFESSIONAL DOWER TON 147E LOOS 04DPAY,N110N0 P40QI ,s 0411P4DN 4.. = Olopa� M6! 0071 OL70 DAi01A OH 45040 Building Products COWPONY(013) 7717 map- a00 .a n ypprpoy,�E . 13011 1U1 BI. M. MPS. Ni4 B 1r..si..r 1NNTo1 1 w m 3 c a 03 0 (n Tb9b-kr92 M 1 A M I DADE ' MIAMI-DADE COUNTY, FLORIDA • METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1663 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 SWD-101 Outswing Alnsdnum French Door -Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door X, XX", sheets I through 4 of 4, prepared, signed and sealed by Robert L.C1ark, P.E., dated 4/13/01, 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 Swale Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01-0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. - — NOA No 024701.12' Expiration Date: November 22, 26063 Approval Date: July 12, 2602 Page 11 Z'd £ 1 -95Z-90£ PW .LOd moped esof dZ£:£0 90 60 6ny DESCRIPTION V.T. # QTY./DESCRIPTION VENDOR VENDOR Au. 60375 AF-f0375 MB HINGED) 60376 AF- 76 6 77 AL AFF' _ fgg fTNS�jy� RI 6677ggyy each door too & bat. ro,7 S HL rs 2 -,p7 STRfP CHANN B JAMB 6037 603��0 +tti/ fOJEO AB ALOE AF-12376 11 euo t rt>rtt0 _ t SCREEN -NG SHOL0 61 69y H-12375 r6 OED ROD 6TRODA 4 1/ oar too & bat, ro' tADUSTRIAL- r� C P 603781M 8 2/s . door top & bat roll) teti AF-10378 16 _,'RtI$ WASHER 7WA$M4 8 door top & bot. roil) TEO INDUSTRIAL — 8 1RMISS N JNUt.4 8 /eo. door toD & bat. ►aA)) FAS7EC INDU57RN1 SCR 41�,?2JY , S • S 41722W 1/X/j CAN CAN ,; - ra PLATE INSERT 4 PGT '+ STRESS 41721 w SCR. ELT. HO. PHIL 770344 (�� OW 6 3 hype iamb!) WINE! J FIT. H0 PHIL 71058FP 6/pyroe - hinoe-door j'amb1 FASTENER ELT ee. • 7) 5/h, of hlnof-lrome tomb) rapFASTENER =TT I'+' • LOCK 4 ij�+ op btfgt o . astraool) T1 IItNDDU1STTRIEEES 41720 ; Wlf�e Id 1n ER S•y. - - .. QQAD. 11 12 f6/h d dt F,,1llTEE� C Iyou OS.. SQ NEE I(• • a l�'+ SM5504 SUP • -T ASS'Y. -1i. 3 1/loek) PGT 1 I 4U810K ELT. H0, PH2. ¢ y1tock evDport assr.) FtAt .19g0 OL 1%aga&ooafe.Fr. tombe & head) S • 1X O W 1f30 OLON vpop1w( d0Y9 4 4 1/aetrooals &name iambs) • 0 ASS'Y. e" + •SPY 0 r.�hj. caramel PPCCj�11NCUST +pQ DI t0C rtAGl ;:�TTP r l 820 i b rh. ost Q HARLQC ,-API. W/M0� I H.P.O. ...It 62899C DOW CORNING 899 kg sus -AK WONT N.P.C. RPC. JUL1O H.P.G. + e�T 10CK 1 (0 M. ostrooal) L 75 Ph. FL Tek 7834FPT VEi�f7 /C13 :000CTmaw= PRODUCT RZDiFil - fit;: ill as nays Am-Emma-0tt11041 Merommliol r Z EgirellievalrealaN WVNe.ems4,22121:tb Th I SPea0ll 1 C t6.4 two ura oa.hatt n� �1fS —Ffadded IM'Q ' 2 pt. lock info nv 1070 Technology Dr. sr Nokomis, FL � 34275 t r s sew_ 01 INDUSTRIES Owwpbni :... rpm,. d.. .s p trench Door — Anchorage/B.O M. as •=" °`D.B, 1 411e1/16/98 rer,iar MOOR NO, Sea.: tithe 4«4 bet e I 971 M.r D dZ£:£0 90 60 Bib' owopJed esor 13 0 w 1 SEALANT ON FRAME CORNERS & PANEL CORNERS 95.750 4vc XX 71.750 Mu //1 2 POINT LOCK OPTION �rl / / 1/ /i fI r3• M X. SFATANTr ON ors TYR HEAD SILL & PANEL CORNERS lay 13.5' j TYP. RGE MISSLE 1 • l • 401 .464 LAMINATED W/}NTERLAYER PRESSURE 0: .464 WA: +75 P.sF. -73 P.S.F. .401 LAW - +60`RS.F. -60 P.S.F. 1/2" FROM CORNERS (MEAD & SU) 1/2" FROM CORNERS (J/8) MAX SP CIW AT MEAD * SISAL 13.000 MAX SPACING .MM8: rJ.500 5.) NO SMmERS REOLORED 6.) REFERENCE TEST REPORT F7L-2241 7) FOR LOCILVO ASSEMBLY OPTION - SEE SHEET 3 OF 4 DO MAX. tAkif Robert L. Clerk, P.E. P.E.139/12 Streclutel Rekbos 0) odded 2pt. lock rnlo 5 1/2" 1 ►uma RCY15[D Noose ..wwr+nr4. AwNo 0 ?O . r2 DUPONT) PRODUCT RENEWED AccErrANa es. et-oy I-I.o4 E1 %RAT1OHDMt NDIIIlaCU,lab Dy IS441 rRWutrbwr1Pt.emslom eiutamacomoomr.014CLolRCt 1070 Technology Dr. Nokomis, F7. MON% 34275 se iu/Yee,! 5w0-1O1 INDUSTRIE aunyrrr a a Trench Door — X1_XX «/07/Ce I 7er M5 Rm is —sh..t Loom" "` D.B. �° 2/18/48 Iyc 1 X 1 aae+*w No. Arc 971 D Okra dZ£:£0 90 60 End moped esor 0 —I 7 L1 .250�y ACE ROUGH OPENING SEE SHEET 3 FOR ANCHORS 0 \ 0 �Y l' MI m ROUGH OPENING-1- 3.000 I 1.272 0 95.750 93.825 4.000 4.000 .489 EXTERIOR 1 I 1.750 250 soft C� f 1.479 0� 84 3/4" lOPENNS 25" 0AYIGHT SPEWS VERTICCL SECTION INTERIOR . LI � Jf - 3.000 -•1 ROUGH OPENING 1.489 r .250 SPACE 5 11P. eo4M 6PANELS ACTIVE PANEL 71.750 O EXTEQIOR 0 HORIZONTAL SECTION INTERIOR INACTIVE PANEL 250 M4i . Siau SPACE ROUGH OPENING F----- 1.480 at= wet M uJ added 2 pt. lock info r�r. �.. OmaOda n r E•tiwac. SW0-101 1070 Technology Dr. Nokomis, R. 34275 NDUSTRIES 1,d D.B. °b1i/i6/98 French Door — Elevations . . Par Nor 141410. nx war 2.14 &sang Ma. 971 Pro dZ£:£0 90 60 Bny owopJed esor G) £ Lbb-99Z-90£ Acc�f- soon ----I .250 �f- .000 ----I SPSPACE 40t• UN. W/IIONSANTO WArILY NW INTERU_t2 le LIW. W/1IONWlm WI. PV LuOng OR _40I• (ye WAURONT 10411Tf N/T[(/1Ti OR Ate WWII IVONIONT ROMIlTf 81701I)71 SCE MIL: ON SNEEL1 DESIGN PRESSNRt RATING: iYS nil ,gre 3 POINT LOCK ASSY, 2 POINT LOCK ASSY, Stt iOIL.f ON ,y i_1 DCSION PltSSURt RATING: SOO yif RMdBac D) tickled 2 pt. fork Info mower RtHB6D AssittsittZWW Laquoltr1 Om Melds aides PRODUCT RENEWED vnal+1 Don No M otrt zi,?oeb >h Iswp.t3.11.. a w 1AJdDO1 surieteumlumst 1070 Technology Dr. Nokomis, Fl. A t 34275 INDUSTRIES SWD-1o1 ihaviptexr `+ lady1�1.+s paw French Door — Exp.iw sa.. loded/Gloz;ng Robert L l I+/IT/oa I POT Na MOOR Na se..r r,R PP Rr�, "'D.e. �a,�'2/1a/ge 304 971 D PSI lOd owopied esor £ I4 i -99Z-90£ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • N_O_TICE.OF_ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 M1AM1, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 Yale Ogron Manufacturinglnc. 67 r W est` 18`h' S treet' Hialeah, FL 33010 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 "580_' Aluminum Single Hung Window and Dual Action Window APPROVAL DOCUMENT: Drawing No. W96-38, titled "Series-580 Single Hung Window", sheets 1-through 4 of 4, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., dated 10/10/96 with revision on 10/07/03, 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: None. 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 li terature. if any portion of the NOA is displayed, then it shall be done in its entirety. . . .. . .. ... . INSPECTION: A copy of this entire NOAS�ial]•>2� prQ'ic d tQ t.�exser 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 # 02-0507.06, and conlists ofIhisage 1 a. w •11 as approval document mentioned above. The submitted documentation was reviewed•bg 7;lteo4ofe $�rman, P3 .. • . . . . . . • . . ••. ... .. •.. . .•• • ... . •• . •• •. • - • • • • • ••• •• NOA 1Z-03-0910A4 • •• • • Expiration Date: November 14, 2007"" • . • • : Approval Date:_December_1_8, 20003• • • • • •• •• - - Page 1- Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. - 2. Drawing No. W96-38, titled "Series-580 Single Hung Window", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., dated 10/10/96 with revision on 10/07/03 B. TESTS 1. Test reports on1) Air Infiltration Test, per TAS 202-94. 2) Uniform Load Static Air Pressure Test, per TAS 202-94. 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Resistance Test, per AAMA 1302.5-76. along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1171 and FTL-1170, dated 10/16/95 and 09/11/95, signed and sealed by Yamil Gerardo Kuri, P.E. "Submitted under NOA #02-0507.06" 2. Test reports onl) Air Infiltration Test, per TAS 202-94. 2) Uniform Load Static Air Pressure Test, per TAS 202-94. 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Resistance Test, per AAMA 1302.5-76. along with marked -up drawings and installation diagram of an aluminum single hung "egress" dual action window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1660, dated June 23, 1997, signed and sealed by Yamil Gerardo Kuri, P.E. 'Submitted under NOA #02-0507.06" 3. Test reports onl) Air Infiltration Test, per TAS 202-94. 2) Uniform �oad Static Air Pressure Test, per TAS 202-94. 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Resistance Test, per AAMA 1302.5-76. along with marked -up drawings and installation diagram of an aluminum single hung window,. prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by AI-Farooq Co., dated 10/07/03, signed and sealed by Humayoun Farooq, P.E. 2. Complies with ASTM-E1300-98 D. MATERIAL CERTIFICATIONS 1. None. .. ... . . . . . .. • • . . •• • . • .. •.. .. . . . •. ••.• .. • . • • • • • •.. ( ••'• Theodore Berman, P.E. •• • *Deputy Director, Product Control Division NOA No 03-0910.04 • •••• •• •• • Expiration Date: November 14, 2007 • ▪ � • ••••• ▪ Approval Date: December 18, 2003 • • • • • •-X • • • • • • •• •• . •.•.• ••• • • • ••• • • • • • • • ••• • • ••• • Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. F. STATEMENTS 1. Letter from Yale Ogron Manufacturing Co. Inc., dated 5/3/02, stating that the product has not changed since it was last approved, signed and sealed by Sonia Chance. 2. Laboratory compliance letter for Test Report no. FTL-3879 issued by Fenestration Testing Laboratory, Inc., dated 9/10/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • • • ••• • • • • • • • •• • • •• • • • • • •• ••• • • • •• • • • • • • • • • • • • • • •'Deputy Director, Product Control Division NOA No 03-0910.04 • • • ••• •• •• •• Expiration Date: November 14, 2007 ••• • • • • Approval Date: December 18, 2003 • • • • • • • ••• •• • • ••• • Theodore Berman, P.E. DESIGN LOAD CAPACITY - PSF WINDOW 3/16" TAPCONS ate/4"-TAPCONS -. DIMS. DSB-ANN. GLASS 3/16"-ANN. GLASS° ` '3/ 16'_ANN. GLASS, 3/16"-TEMP. GLASS WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 19-1/8" 26-1/2" 37" 53-1/8" 60.7 78.4 60.0 125.0 60.0 125.0 60.0 210.0 60.7 78.4 60.0 109.1 60.0 125.0 60.0 210.0 26" 60.7 78.1 60.0 78.1 60.0 125.0 60.0 161.7 (3) 38.6 38.6 54.4 54.4 -60.0 112.6 60.0 112.6 1122i/8" -262" 37 53-1/8" 60.7 78.4 1 60.0 102.4 60.0 125.0 60.0 210.0 38-3/8" (3) 60.7 73.9 60.0 73.9 60.0 125.0 60.0 152.9 52.9 52.9 52.9 52.9 60.0 109.5 60.0 109.5 - - 36.9 36.9 60.0 76.3 60.0 76.3 19-1/8" 26-1/2" V3337 53-1/8" 38-3%8"7 _ (4)- J 60.7 78.4 60.0 125.0 - - - - 60.7 78.4 60.0 98.6 - - - - 60.7 61.5 \60.0 70.6 - - - - - - - - - - - - 19-1 /8" 26-1/2" 37" 53-1/8" 50-5/8" (5) 60.7 78.4 60.0 125.0 60.0 125.0 60.0 210.0 60.7 73.6 60.0 93.4 60.0 125.0 60.0 193.2 51.3 51.3 60.0 66.9 60.0 90.7 60.0 124.9 - - 46.6 46.6 60.0 63.7 60.0 75.2 19-1/8" 26-1/2" 7771 53-1/8" 57_3 (5) 60.0 78.4 60.0 114.9 60.0 125.0 60.0 210.0 60.0 66.7 60.0 82.9 60.0 114.1 60.0 171.6 49.4 49.4 59.4 59.4 60.0 _ 80.8 60.0 1 18.7 - - 41.4 41.4 54.4 54.4 60.0 69.5 19-1/8" 26-1/2" 37" 53-1/8" 63" (5) 60.0 74.8 60.0 104.0 60.0 125.0 60.0 210.0 60.0 63.2 60.0 75.0 60.0 101.6 60.0 155.3 46.3 46.3 53.7 53.7 60.0 74.2 60.0 111.2 - - 37.4 37.4 50.0 50.0 60.0 65.4 19-1 /8" 26-1/2" 37" 53-1/8" 74-1/4' (5) 60.0 60.1 60.0 88.2 60.0 125.0 60.0 182.5 53.3 53.3 60.0 63.7 60.0 86.0 60.0 131.7 - - 45.6 45.6 60.0 65.1 60.0 94.3 - - 31.8 31.8 44.9 44.9 60.0 60.0 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB SERIES-580 ALUMINUM SINGLE HUNG WINDOW COMPARATIVE ANALYSIS CHART 7 ANCHORS AT :FIXED UTE 3/ 1 6" OR 1 /4" TAPCONS DETAIL '1' •• ••• • •., • • •, •• • . • • • • • . • • . .. '• • • . 41 • • • • • • • 000 • • • • •,. • •I • •• .•• •• • • • E • •5 • 1 •.• . • . • ., I • • • • , • I /. • • • • •• 00 • • • • ' ••• • ••./ • • • • V\IT AREA • •.!10 .AP:OATS • •• •• • • • •• •• ". • • b EEC IL ' 2' G /. THESE ANCHORS MAY BE LOCATED AS PER DETAIL 2 BELOW (3/16' ANCHORS ONL WINDOW WIDTH 19" MAX..4 JAMB ANCHORS SEE HEIGHT COLUMN AT LEFT FOR E&'ESS WINDOWS DETAILS AND CAPACITY SEE SHEET 4. FOR CO PONENT SIZES SEE SHEET 3. IMPACT RESISTANT SHUTTERS REQUIRED NOTES HIS r'RODUCi 'iS OESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE 'ONE OF THE 2001 FLORIDA BUILDING CODE. ALSO =OR 'NINO LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD RUCKS 3Y OTHERS, MUST 3E ANCHORED PROPERLY TO TRANSFER LOADS -0 HE STRUCTURE. 3. ANCHORS SHVLt. :,S.niT:D: S�Rf A�E!•IS SHOWN ON DETAILS. ANCHOR EMBE�IsC,.' NIE$TA0:B:S�'•r�1ATRIAL 0'TIALL BE BEYOND WALL DRESSING OF; ST. • • • • •• •• • • • •• •.• .• PRODUCT REVISICIO es complying T4411 dos%Mktg Coot i$46 Aeceptsulat No 03-091O.04 By _ %(�C�i'i /�/P�i► N Missal Pale Product ConIrei Division FT DR. HU'4AYOIIN4R0000 •••:ST;21:Ciut!.? ••• ••. • • r'd PE # 146557 • • • • 414 • . . '..N! 3o3R• • • •' . • •• • •.• • ••• • ••• /• . • •• •• •• •• • •... . • • .• • ....• •• • ..• • • •• . • • . ••. U z 8 z 0 FAX (305) 883-1309 CD CO N c0 co 0 J W cn 0 0, 0 wo 2 a En- 01 ce5 0. 7 a 2 y U C _ n l C O Z Q IF0 U o \i < U :tiOR OPTION ADDED 0 ce 10' 0 0 o b 0 o ? v o 5 a I Jl� o j drawing no. W96-38, sheet 1 of 4 •4 a 3/16' TAPCONS —8 6' FROM CORNERS 19' 0.C. MAX. C, WINDOW HEIGHT +1/4' MAX. 7 SHIMS a 1- w v�r�tJ \.t U co C) N 1 1 1 DSB-ANN. GLASS OR 3/16'- ANN. GLASS OR 3/16'- TEMP. GLASS SEE CHART OPTIONAL LATCH 17 3/4' WEEP -NOTCH AT EACH ND o WINDOW CAN 3E SUPPLIED WITH CAM LATCH AT MTG. RAILS OR SPRING LOADED LATCH AT SILL • 1 41 • • 000 • • • • • • • • • •••I.•.••• • • . . • • • •• • fit• •.• • • • • • • • • • •• • • • • nor••• • • • • • • • • • • • • • • • • • • • • • •_ • • • • • ••• • ••• • 000 • • • • 000 • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • — WOOD BUCKS NOT BY YALE, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. GLAZING METHOD: EXTERIOR GLAZED WITH ROLL FORMED ALUM GLAZING BEAD. USE ADHESIVE BEDDING COMPOUND SCHNEE MOREHEAD 5555 OR EQUIV., COLOR TO MATCH GLASS & METAL FINISH SEALANT: ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 5504 OR EQUIV. PADS: ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED MTG. RAIL. TYPICAL ANCHORS: 3116" OR 1 /4" ANCHORS A) INTO 2 BY WOOD BUCKS 1 -3/8" MIN. PENETRATION INTO WOOD 8) THRU 1 BY WOOD BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I'll I�j�l Q £ I • cA 1 BY OR 2 BY _ WOOD BUCK 1 BY OR 2 BY --- WOOD BUCK [TEM # PART # REQD. DESCRIPTION REMARKS 1 YE-169 1 FRAME HEAD - 6063-T5 2 YE-167 1 FRAME SILL 6063-T5 3 YE-102F 2 FRAME JAMB 6063-T5 4 YE-152F 1 FIXED RAIL 6063-T5 3 YE-151C 1 VENT TOP RAIL 6063-T5 6 YE-166 1 VENT BOTTOM RAIL 6063-T5 7 YE-92D 2 VENT JAMB 6063-T5 8 AS REQD. GLAZING BEAD ROLL FORMED ALUM. 9 10 2/ VENT BLOCK & TACKLE BALANCE 11 YH-511 AS REQD. BULB VINYL PVC (SINGLE) 12 YH-510 AS REQD. BULB VINYL PVC (SINGLE) 13 YH-509F AS REQD. PILE-SCHLEGEL .187 X .250 FIN SEAL (DOUBLE) 14 YH-504 2 VENT LATCH NYLON OR"CELCON 14A YH-515 1 CAM LOCK 0 CENTER OF VENT ZAMAK 15 # 10 X 3/4" 8 FRAME ASSEMBLY SCREWS PLATED CRS. 16 # 8 X 3/4" 2 FIXED RAIL SCREWS CAD PLATED CRS. 17 / 8 X 1" 4/ VENT VENT ASSEMBLY SCREWS CAD PLATED CRS. DSB-ANN. GLASS OR 3/16'- ANN. GLASS OR 3/16'- TEMP. GLASS SEE CHART 1.750 1.625 WINDOW WIDTH I, 7 1/4' SHIM MAX. •• • • • • • • • • PRODUCT REVISED 1s complying x'11t e11A Pla/MO Seeding Ca& _ Acceptance Pie 03-09)O. 04 Expire Date Mimi Diode Praise Comm. Div i tine _ WOOD BUCKS NOT BY YALE OGRON MUST SUSTAIN IMPOSED LOADS 3/16' DR 1/4' TAPCONS -SEE COMPARATIVE ANALYSIS CHART FOR SPACING v.. ANCHORS AT VENT AREA *:•, •1: :7•-S~-. SHEET 1 �• • (.3/a6' ANCHORS ONLY) • G1t7r:rCIS. hJMA45• • • TTRUCTUREG • • .1 • • ••• f) •PE #•I =:i•• ••• CAN. 353t: • • • • •• ••• • ••• • • • • ••• • • • • • •. •• • 000 t'->`f (305) 262-6978 SERIES-580 SINGLE HUNG WINDOW FAX (305) 883-1309 n C 0 N v ANCHOR OPTION ADDED GENERAL REVISION n 0 0 cp rn o 0 Q - .n — p 0 0 0 C U 3 ) of 1 O_ I 7 N drawing no. W96-.38 2.234 i .062 I .834 1.334 L—Lu FRAME HEAD YE-159 6063-T5 .874 062 �v u II 1.062�I FIXED RAIL YE-152F 6063-T5 1.437 Ji .999 1 1.187 VENT TOP RAIL, YE-151C 6063-T5 ,812 VENT BOTTOM RAIL -166 6.063 EGRESS FRAME CORNER DETAIL 1.053 062 � VENT SIDE _ -300 J53- 3 2.313 1.359 - 125 Q 1.068 EGRESS CHAIR 'EXTRUSION _ 2 3_ 3/4" WEEP NOTCH AT EACH END OF 1 SCREEN RETAINING CLIP I i .846 2,344 062 FRAME 3I1 I (E-167 3.062 .. ••. • • . • . .•a • 9ZZ •ili • • •.• • •.j ••• •• • • • •• • • • • • •• • • • ••. • • • • • • • • • • • • • 2,110 • • • • • . • 'y'•-.� -f-�l� *0* • • , • • • • • • • • • • • o—• isq .: • • • • • •.. • • • •.. FRAME JAMB __107= sn�z-r; 2,2:16. • L_ • • • • • • •.• •. •• s37 nn `` 057 — ( L _ •• • • • • • EGRESS HEAD do SILL F-177 5063-t5 2.675 —_1 2.437. —J .062 � I a1.127 EGRESS JAMB "E-171 5nn_i-T5 S.H. FRAME CORNER DETAIL PRODUCT .REVISED as t4Np•ai'g wide diee 1lte4r %idfing Cede Acceptance p4„ • 4 i 91D. Ir E:piroti�,0e 1 «V • Bye! Mind Dods ptu4tact Central !15 S.H. VENT CORNER DETAIL •• • • • • • • • • •• • • • • • .•.•. • • • • •• • • • OOOOOO• • •• • • • ••_ .•• •. • • • • • • • • `t 0 DO. HUMAY3 jN rrARb00 • • • • • • • 4TRUCTURES • • • • • • • ••. FL4.?'E .LA53•• ••• ••• C.A.N. 35.;8 • • • • • • _ • • • • • ... • • • • •,• . • •. r 0 CO CO rn J z a 2 0 3 0 a z_ z J 0 z O CO w w <n FAX (305) 883-1309 c ) 0 V) 1 ��.0.., la U n z 0 W z NO CHANCE THIS SHEET GENERAL REVISION L m 0 a 0 0 0 0 1 0 0 N T r—, ) drawing no. W96-38 .r WINDOW HEIGHT O C /.. •� .,. • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 1/4" MAX. rSHIMS L JU1 - I a r .11 /1/8" X 1" WEEP SLOT 5-1/4" FROM EACH END v 1 \=I OPEN CELL FOAM P.AD\ ,AT EACH WEEP SLOT GLAZING SEALANTS AND PADS SEE SHT. 2 • 3) • ,I nt II • • • •• • • • • WINDOW HEIGHT WEEP SLOTS •. ••• • • • • • • • • • • • • • • ••• • aQ • • • ••• • • • •••Y;C;AL•AtICCHORS* • • •• 3c'a EI_di, :AR S:ACIIJG • • • • • • • • • • • • •• •• • • • •• •• ••• • .• • ••• • • 37" MAX. WINDOW WIDTH \DSB ANN. GLASS 3x16' ANN. GLASS // Fy / /v/ur, • 7 7 i 14-1/2" MAX. HEAD & SILL * EXTRA ANCHOR FOR 75 PSF RATING ONLY i EGRESS FRAMING DETAIL FOR SERIES-580 SINGLE HUNG WINDOW SIZE OF SUB -FRAME = 37" X 50-5/8" SIZE OF S.H. FRAME = 35-1/4" X 46-7/16" I 1 BY OR 2 BY WOOD BUCK 1 BY OR 2 BY WOOD BUCK 1 i ITEM r PART # DESCRIPTION REMARKS YE-172 HEAD & SILL 6063-T5 2 YE-25 EGRESS CHAIR EXTRUSION 3 YH-570 4 BAR HINGE 6063-T5 STAINLESS STEEL 4 YE-8 SPACER 6063-T5 5 YE-169 S.H. WINDOW HEADER 6063-T5 6 YF-23 SCREW #10-24 X 5/8" MS PH 7 YH-570 WEATHERSTRIPPING SANTOPRENE 8 YF-25A CHAIR SUPPORT SCREW 8 X 1/2" TEKS PH 9 YH-934 LOCK BAR ROTO HARDWARE 10 YH-940 LOCK BAR GUIDE ROTO HARDWARE 11 YH-942 3 POINT LOCK BAR OPERATOR ROTO HARDWARE 12 YH-944 PLASTIC STRIKER ROTO HARDWARE 13 YE-171 EGRESS JAMB 6063-T5 14 YH-571 FOAM TAPE BLACK V-786 NORTON 3/8" X .188 15 YF-1 # 10 X 3/4" SMS AS REQD. CAD P DESIGN LOAD RATING FOR THIS SIZE OR SMALLER ANCHORS/JAMB DSB-ANN. GLASS 3/16"-ANN. GLASS EXT, (+) INT. (-) EXT, (+) INT, (-) 4 57.0 57.0 58,4 58.4 5 * 57.0 57.0 E5.0 73.1 ZINC DIE CAST 3 PT. LOCK BAR SYSTEM - ROTO HARDWARE MIKNON 1100 W/ PLASTIC KEEPERS 1 -t I TYPICAL ANCHORS: A. IF INTO 2" BY WOOD BUCKS 3/16" DIA. TAPCONS WITH 1-3/8" MIN. PENETRATION INTO WOOD B. IF INTO 1" BY WOOD BUCKS OR INTO MASONRY 3/1.6" DIA. TAPCONS WITH 1-1/4" MIN. EMBED INTO -MASONRY - —. _ WINDOW WIDTH FOR SINGLE HUNG DETAILS AND CAPACITY SEE SHEETS 1 & 2. FOR COMPONENT SIZES SEE SHEET .3. O 1/4' SHIM MAX. • • • • • • • • • • • • •i • • •• • _ WOOD BUCKS NOT BY YALE OGRDN MUST SUSTAIN IMPOSED LOADS • TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVS ..cr y ! ErDfrvtloo aeR e! vasi'amifrdt ' Prodect Costr it �:tvi(y1 •• • • ••• _ `"• • ng � HUA'A N A COQ • • • • • • •STR*CTURES • • • • • • • • • • a 1�5`•T • • • • i :.11 ♦•• • ••• (,.A9.N. Z.Sl3P • • • • • • y _ • • • • • • • • ••• • • • ••• • • • • • • • ••• (305) 262-6978 c 0 1 -J Q 0 0 U 0 0 z C.) z 3 w J C7 z 0 CO () w LLJ In C) Z FAX (305) 883-1309 N N co co J w J Th Z 0 s CO U O I 0 c l drawing O_ 1 ') no. W96-38 ) rch..f A ni A