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WINDOWSDate Type Insp'n Permit No. Name Address '{ �. E 1 DD Company Phone # Inspection Date 6 1 Q I b I Approved 5 Correction ❑ Re- Insp'n Fee ❑ lc 6G MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B lding Inspection Request BUILDING Permit Type (circle): EC E riit DEC 1 6. 2oa3 -- PERMIT APPLICATION FBC 2001 Owner's Name (Fee Simple Titieho) l On-I Jt 14 Owner's Address / 5 7 4 NI E 1 Oa N� S7- City KAKI; 14�t.1; o$ tS State FL Zip 3 3 /3 $ Tenant/Lessee Name Phone # Qualifier J actit4IS b • _J ,cHJ t s Architect/Engineer's Name (if applicable) Architect/Engineer's Address City '5 Value of Work For this Permit 4 1 I ti< , (& . / Number of: Bays Type of Work: Describe Work: Miami Shores Village Building Department Electrical Plumbing Mechanical Phone # 5q A/E /0,2.4 dr Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO X 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. bP7.,003 Master Permit No. Contractor's Company Name J �LJ• � / 5 d 1) ne # 5"&o / 333 - 770 1 / � T Contractor's Address `le.)3G c . � - /4' ( T City / f 9 i XJE S State Zip Phone # Roofing 305 - 754`/757 3313 State Zip Square Footage Of Work: Stories 1 Families 1 Bedrooms 3 Baths c.7 ['Addition ['Alteration ❑New p' Repair/Replace ❑ Demolition cu T � GU( /32.0J (3 t}- X )6 vc Z_E q * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee Calculation -Mist Permits * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ .S(7• n ne Is-no Permit Fee $ Notary $ Education/Training Fee $ Tech $ Scanning $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Fee Totals $ (Continued on opposite side) Radon $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature NOTARY P Sign: Print: My Co It ss . sion Expires:V_ ; .p7 chc6/18/03 T� Signature NOTARY PUBLIC: Sign: L /2 / PP. • 11 1 , a i 1 ' 'i'i ` :4 'I' 207757 Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of /1 ,20d�by t/ J / 0711 , day of / ,2003,by ' u who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. sion Expires: ��rr catesf Compete State Certificate or Registration No. (14 t c '/ Certificate of Competency. No. DEC 17 2003 c).6 7 /S **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** { / APPLICATION APPROVED BY: Plans Examiner Zoning ICH 4 = �� 47 MY COMMISSION # DD 207757 _N5 EXPIRES: April 30, 2007 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** itittitr * * * * * ** * * * *** **a *** * * ** * * ** * * * * * * ** ieil * ** ************sioc. co. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Q Q )qq BUILDING Permit No. U / ®3 - PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition ['Alteration ❑New Describe Work: Submittal Fee $ Permit Fee $ 1l5 Notar $ ' Training/Education Fee $ 60 Scanning $ '� Radon $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due ( , � - )) (Continued on opposite side) 61661 Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Repair/Replace El Demolition CCF $ 1,80 Technology Fee $ n 8/3 Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: Sign: Print: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 (Certificate of Competency Holder) Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. My Commission Expires: State Certificate or Registration No. Certificate of Competency No. ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***** ** * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,917 Lot Size: 11,500 SQ FT Year Built: 1942 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 5 & LOT 6 BLK 11 LOT SIZE 100.000 X 115 OR 17069 -0633 0196 4 Year: 2003 2002 Land Value: $119,290 $99,487 Building Value: $110,315 $98,813 Market Value: $229,605 $198,300 Assessed Value: $116,877 $114,138 Homestead Exemption: $25,000 $25,000 Total Exemptions: $25,000 $25,000 Taxable Value: $91,877 $89,138 Folio No.: 11- 3206 - 013 -1470 Property: 54 NE 102 ST Mailing Address: JOHN TOTH & JAVIER GUARDERAS 54 NE 102 ST MIAMI SHORES FL 33138 -2323 Miami -Dade My Home -Text My Home rniamida e. * 0 Show Me: 'Property Information - Text irj Search By: 'Select Item Folio Search Enter the Folio Number without hyphens and click "LOCATE ". 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All rights reserved. http: / /gisims2.co. miami - dade.fl.us /myhome /proptext. asp ?app= none &bytool = FOLIO &cmd =... 12/13/03 Shajan Joykutty, P.E. 11650 NW 21 Street Plantaion, Florida 33323 November 20, 2003 The Building Official City of Miami/Miami -Dade County Building Department Dear Sir: This is to certify that the shutter installation at the openings of the house shown in the attached photographs is in compliance with the current Florida Building code and the manufacturers's product approval number 02- 1227.01. Photographs of an opening protected by the shutters are attached. Product approval notice of the shutter is also attached. If there are any questions, please contact me. Sincerely Yours, Shajan Joykutty, P.E. PE 43323 Toth Residence 54 NE 102 Street Miami, Florida 33138 4 J. / BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) All Broward Hurricane Panel 450 W. McNab Rd. Ft. Lauderdale, FL 33309 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: HT Premier Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 02 -644, titled "Premier Accordion Shutter", sheets 1 through 7 of 7, prepared, signed and sealed by V.J. Knezevich, P.E., dated October 17, 2002, last revision #1 dated December 04, 2002, 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 the 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 & renews NOA # 02 - 0502.08 & consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by Helmy A. Makar, 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 02- 1227.01 Expiration Date: 01/27/2008 Approval Date: 01/16 /2003 Page 1 .048•• TYP. 21 - I 2.984" 2.795" I Y- - '•=3601 . o ' 19D" . 060" • �__i .• 1 ec45" 055 (TYP.) .248 60 .060" 60 ' 080 250 1.533'• $A' ='io. 6 1 d'or' 1 13 CjIC• MALP 52[ iB= 14 22 1 I•.,. 10/17/2002i 02 -644 sheet 1 et 7 e Ytl O S H � J O 1 r , DEER -CLG. SLALF, MALP SIZE 12/04/02 18:40 INE111 O t1IADER•W ILL MOUNTED 2 S Lf: MALP 122 ti I 3.993" '0 2" .1 p�pp 4.478" tp C)Cf.1 MAL* g 1 YYY 45• 4 . Q78" 1yp� S 4 53 4" 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTL:R S ANALYZED y/ITN T HE PROVISION SET FOR THE ISSN *NCI OP A NOTICE OF ACCEPTANCE INOAI 8Y MIAMI -DADE COUNTY PRODUCT CONTROL OIVISION FOR THE FLORIO* 800. 100 COOS, 2001. 0 [ MM B Ef ss RIME *0400 4) *HALT f5T5. 00IINCRIAS6 W A OWASI! E I R SE 34*0 8 MIND V ELOGT E FOR IN ACCORDANCE I CULATIW [[ /S IN ACCORDAN W1 AND THE GOVERNING BUILDING CODE 2001 A OIR FACTOR OF KO •0.65 SMALL BE U5E0. F00 SPECIE[ APPLIICATION SA TMISE SMUT TIR 515T!!'NI.CL000 MbRMAT10N S. TMCSNISTRATIVE E *44003441. CODE. DOCUMENTS COMPLY WITH CHAPTER 01015 -23 OF THE FLORIDA ADMI B ' HICUNEO FROM T!! 05'02 COT C U U NY P8000CT C O ONTROL DIVISION AN ZO P A04A5 E 0967 OPTIO � T SMALL C BS ACCEPTED pT THE BUIIOINO OPPICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE Rt ! BVEB 15. PERMANENTLY LABELED AS FOLLOWS, T� [E ``pp SOM S OOOtIBA�U 5 D U RR N AE 8 CI [CT10N101.4. LOCKING MEO0IA*NISM OF 0CK1DI TO 'WA 1 13. TOP ANO BOTTOM DETAILS MAY SC INTERCHANGED AS FIELD CONDITIONS REOWRC. 1a. FLTOR T0ACK5 `AIWA 919058`` AT NON - STACKING LOCATIONS. USE REMOVABLE c *059003 P S 1 UCH A5 40MER C ALK -1N *059004. IS. (T 1.P S PATIENT Ne 2709120 *ITN THE U.S. PATENT AND TRADEMARK IMO 2 a BUI HALF WAN. HEADER 1 6. THESE *40005` DOCUMENTS ARE SUITABLE TO BE AP4LIE0 B7 THE CONTRACTOR PROVIDED 1ONACOR 001 001 00341* 0*001 TH00 CO 008 OEI*I 0 0 1 V I AT 02 C 6( IM EIT H E TR R 4 MA T 1 RUL FROM THE STRUCTURAL SU/STRA1 OETAIL1O HEREIN. TNH 2t/ APPROVA TIO OOSU 00 45S TO THESE APPROV*100CUMENTS MILL V010 0 BBU OT0K1*6 M (LCC E O ON! 04 13 F OM OPTIONYOCUMfNT 100 H *) A JuST447 10E DIVI*1 S DOCUME T TS %HAL $ ' t 0 TO PRODUCT ENOW1ER FOR REVICM AS • CONDITION TO THE BUILDING OFFICIAL GRANTING MIS /HER APPROVAL. 11. STORM SHUTTER EXTRUSIONS SHOWN SMALL SS 6063.16 ALUMINUM ALLOY. 14.0.9. 12. Al SCREWS T[E M TH A 1 2024. LE 078 0 P pD KE51. u.O M.• � , - P RIVET TO eF 3 /16 "4. 8082 L UM. *1101. U.O.N P 248 .060' .326" 1391'• } 1.89r O CENTER MATE 1 9 SCALE HALF SIZE 1 2 � " 1143. - 5" MAX. B 11 5 ,�. 512E (OPTIONAL) O 6C LG CU P 15 C MA SIZE 840 TSd. 21 620•' 2.373" -•472" 1.0. - 1- .612" 0.0. 1 .058 1.100• . 251 MA DROLL S ASEMBLY 12 s�Al HA L -� N .211", ( 42 151• TT 1.350" 1 4500" O SILL -WA MOUNTED 3 SCALE HA SIZE .095 .442" 0Tic [LATE 1.O SEAL i R SIZE STAINLESS STEEL t ASSEMBLY y .320 "0 MOLE -NY`ON W316 RIVETED 'H PLACE 15". O ADl 1 ,SILL- P ADJ SILL -BOT. ALTERN � SCALE: HALF SIZE O SCALE HALF 50 J r8 ADLts A 1211 OFkAT END S m t.620' 1 360 "1 r� i 2211 150" TO IOTICM C/IIOI�I 3 BUSHINGS 01 AL BUG Sig 9a Cp4T R MAT 1 OD LoaDNGRDD) ® CENJER M}� 2 OwLOwIGImW S 11 E: ALF SIZ SEAL MALP 51. .485•• 0- 15 • .375' R .505" R m .315 "R m 1 oss. (TYP.) rt 1 1250" O f C D14 ne. N - .055" GB S AL MAL Z E 641" 1.250" .055•• .500" 7 110" t ..200' 095 .040; WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE 16 Y1w i R MOULTE 0 BUSING ORLON) O n S *1 ( *5461 2) 1 1B SEAL (N 512 -.435" R .135' R 250" 3.283'• 050" .025 ITYP -322" ur eam STApAE.35 s,m 0 S sl t PRODUCT REVISED es amp131q wits W Vida Diddle Cede ActeptsepPlo - tt T, I • 1/4 m W P. 8 AL L OCA ION OF LOCKING MECHANISM AT /0 O NM gc.1 MORMON isw = � C • imp 111111111•1 ' rr IOD i � 1 ®"!1',veii 14 EXISTING/ GLASS (TYP.) 6-1/2 815: -- rr IR " 17 IT .1 6 -1/2" Z 4 z 0 Q 0"N 0. N Z Q rw w • N w Z w Q = 0, Q F ^' (TYP.) 12/04/02 16:40 SECTION BOTTOM TRACK FASTENER 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). VARIES - NO LIMIT TI(PI ELEVATION TOP TRACK LO KING MECHANISM OR B ELO (0 18' ENTER (SEE GENERAL NOTE 101 MIN. SHUTTER SEPARATION FROM GLASS. MEASURED FRO SEES SCHEDULE DISTANCE OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. SINGLE ARM LOCKING MECHANISM AT CENTE OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER mica PLAN VIEW SCALE 3"•T -o" /4 MIN. SE FASTENER SC14EOU 1 1 9 _1/" 2^ MAX. 3 1' 1` x 1/8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS 69 6" O.C. OPTIONAL JOINT BETWEEN DRILL 5/8 "0 HOLE FROM,- REMOVABLE AND BEFORE ASSEMBLY FOR FIXED SILL TRUSS HEAD BOLT (TYP.) RAM NNW PLAN VIEW SECTION ■ R A EMOVABI.E FLOOR TRACK DETAIL. LOCKING. " 1' -4" PIN SCALE 1 - ,SINGLE ARM LOCK 1/ - N .S mown wwon OYO o� FASTENER 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ASSEMBLY PTIONAL ACCESS HOLE XIS TING STRUCTURE SEE COMPL INFORMATION CS CONNECTION C TT PPE SCHEDULE FOR MAX. SPACING - SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. IN OR OUTSIDE OF SHUTTER -1/4 N ,�IIIGLE S ARM LOCK . SINGLE ARM LOCKING MECHANISM AT CENTER OR 510E OP SHUTTER. INSIDE OR OUTSIDE OF SHUTTER 2 -1/4 2" MI sow= moo INSWEIHM■IIMMm MEW WM. =rca f Mal= FASTENER SCHEOU RAN VIEW I I EDOCI t0613 5J01 t06D OPTIONAL CLOSER HANDLE. x . 5. MOB MOT ROLCS RNLI AIM LOCO OPTIONAL CLOSER HANDLE. MIN. SHUTTER SEPARATION ASTENER1� 24" O.C. FROM DISTANCE TO LE 9E ( 500 ANCHCIA SCHE DULE MEASURED F BA OF FOR ANY ACCEPTA SHUTTER BLADE OR FROM ANCHOR). HANDLE WHEN MOUNTED INSIDE. (TYP.) 13 14 MECHANISM AT CENTER OR SIDE OF SHUTTER. ON INSIDE OR INSTALLED OUTSIDE OF SHUTTER SCALE, 3^ • Y -0' 3/4" MIN. 1 -1/2" MAX. I I 1" x 1 1/8" 3/16 "0 POP JOINT BETWEEN REMOVABLE AND FIXED SILL HANDLE S AL L S AL • T- " OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCAL 3 . 1'- 0' SEE SECTION L ON SHEET 4 � FOR COMPLETE INFORMATION j O CORRECTION REFERENCE I ON C SCHEDULE FOR MAX. SPACING ACTION T AWED BUSHING i r 7/15" 0.0. 0.63" LONG NYLON JR BUSHING___ II 1111; `2 810 x 2" SM5. MANUFACTURED FROM 8410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP L BOTTOM) 3/8" 0.0. x 0.90" LONG NYLON 10IIQM BUSHING® 910 x 3" 5145. MANUFACTURED FROM 8410147 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP L BOTTOM) SCREW BUSHING & ROLLER/ USiING ASSEMBLY EXISTING/ GLASS SSEMBLY PTIONAL LOCATION B5 CONNECTION TYPE SCHEDULE FOR MAX. SPACING XIS TING STRUCTURE FASTENER 15 (500 ANSTENCHOR SCHFOU O.C. E 2..1110. L FOR ANY ACCEPTABLE ANCHOR). PRODUCT REVISED escm*l * r0li Our Plural. A 0 - Z27. 0/ • Pk;/i. • • a✓ Arr, 8 10'11/0002 a•�•o w 02 -644 VA UIQENQI A u moms 3n..r2ol7J 8 i 3 1 / SEE TABLE 2 8)11:111% A ALL MOU, SECTION ALES 3" • " EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE, SEE ANCHOR SCHEDULE, TYP. REFERENCE C /NNECTI00NiCMOR SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 6" SPACING 11 CONT. 11 CONT. 1/ " 1/2" 1/2" TWO MACHINE BOLTS l+ W/ NUT OR N14 TEK SCREW 12" O.C. (TYP., TOP L BOTTOM) SEE TABLE 2 9 -3/16" MAX. ALT. ANGLE L DIREC 1 REVERSEO ANGLEG T E LEG M AY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 6" SPA NG 1 /2" CONT. 41/2 _ = 5/8" 1/4" MAX N D WW 0) =2 pvi OR ODOR NQ J7 1 vaao 1/4" M W Xu EMBED. 5/8" MAX. EXISTING CONCRETE. MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE, TYP. C CONNECTION C ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY R'l TYP. EVERY OTHER �1� 11 CONT. 0 CO NT. C2 REFERENCE NN TION TYPE SCHEDULE FOR MAX. SPACING 5/8" MAX. 4"- 1 z t O p N ( � L SSE � E S TABLE 2 ¢ � C 3< O R a w w O� 'A 1 - J • 3/16 "0 POP RIVET Q J j OR N12 TEK R 2: 2 7 a 7 *5 6" 0.C. / (T SC ' � YP . EW H ¢ �j [�p$$ N aI b l , I a c n OR DOOR— X xo A a¢D X LW 5 52 BLY = XS 4 1 "x 1"x 1/8" . ALUM. ANGLE W/ 3/16 "0 POP - TIT .7 POP RIVET 1/6" MAX. RIVETS 6" O.C. R ��� 0 6" 0.C. )TYP.) . -1/4" MAX. 11 .: O W ��_— •P TIONAL FASTENER LOCATION IN LIEU OF ANGLE •� , SUPPORT - STAGGER ia �`, ANCHOR 1/4" OFF CENTER CS CONNECTION TYPE nnE nt¢T„ SCHEDULE FOR MAX. • • IST I SPACING 1/4" MAX- /2 NO T TE: � t� p MAYTBE 1 USED NAT TOPIL OBU`LD-RUTrIOUNT SECTION EXISTING CONCRETE, MASONRY EXISTING CONCRETE. MASONR OR W000 STRUCTURE. SEE OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. ANCHOR SCHEDULE, TYP. O. 0 C3 CONNECTION TYPE REFERENCE ANCHOR. SCHEDULE FOR MAX. SPACING OB CEIUNWINSIDE MOUNT SECTION SCALE: 3" . • - 0" 1/4 -20 MACHINE BOLT W/ NUT (5 12" O.C. )TYP., TOP & BOTTOM) ROLLER ASSEMBLY Q TYP. EVERY OTHER FIN t .N ti 5/8" MAX. C4 CO ON TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" jMAX. EXISTING CONCRETE MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD _ TRUSS OR RAFTER - C1 CONNECTION TYPE *5 24" MAX. 0.C. REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH 1, - 1 SPACING MATERIAL 2 TYP. TOP & BOTTOM ` , 1/2" 1 w t/4" MAX. O.C MAX C 24" O.C. MAX. N BETWEEN TRUSSES z a"- SEE TABLE 2 n N� Z 1 n 80 o� = a7 I 1 Y1, It Lu 4 ka 1 OHY L D 9UT MOUNT SECTION 1/4" MAX-, EDGE DIST.- SEE TABLE 2 �' - p 3 4 p�/ " "��M�A SEE TABLE 2 1/2" EMBED. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. EXISTING CONCRETE MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES IEEE SCHEDULE 1 TYPE C) CONNECTION TYPE Ca REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING. SPACING 1/4_20 MACHINE BOLT W/ UT BOT TO 12" M) .2. (TYP., TOP 0 CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11 CONY. - FOR LARGER SPANS E TWO r x 5" AL. ANGLES !SEE SCHEDULE 1 TYPE C) 4/8" MAX. O$U LLD -OUT MOUNT SECTION 1 ' W000 SOFFIT/ 01O�R MOUNT SECTION 83 MAX. W 8111:51R- 1/4" MAX. TOP L BOTTOM 16 REFERENCE N TYPE SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2' 0 2' x .050" ALUM. 108E - , TYP. TOP L BOTTOM /2" 1/4_ MAX 0 O BUILD-0 MOUNT SECTION 024LE: 3" • 1 -0" 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD *5 EACH RAFTER OF TRUSS. 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, L8i 8ATINF- SO EXTEND PLATE TO NEXT prif 1/2- MAX.--J 1/4" MAX. Z Q . 1: /4" MAX. MAX. �I C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 8 -1/2 SPACING 5/8" MAX. • PRODUCT REYLS6D 6laa8Ilq will the PAdNa DAM' Cede Ao p . 0 7 01 RgYatba Dote GS CC W 2 LL 12/04/02 16:40 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN Tr ..125' 8 . -0 .. 8 . -1 " Tf a .125" 2.30" 3.00 2" x 8.. 3.00- 7I 3.50" Tr • .072" 8' -0" 11' -6_ it • .224 18 10' -4" 2" x S" 5' -0" 15' -5" Tr a .072" B' -0" 12' -5" Tf a .224 10._0.. 11' -2" 4 EXISTING STRUCTURE TWO 3 /8"0 POWERS CALK -IN Op 3 -3/4" 0.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE 01ST. OR FOUR 1/4"0 ELCO CRETE -FLE 3" 0.0 W/ 1 -3/4" EMBEDMENT 8 2 -1/2" ANGLE 157. IN EACH OR DOOR SEE TABLE 2 TWO 3/8 "0 POWERS CALK -IN 3 -3/4" O.C. W/ 1 - 1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"0 ELCO.CRETE -FLE CM 3" 0.C. W/ 1 - 3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE 5/8" MAX. •- -2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE 1 -1-7;17".- ,_ THREE - 1/4"0 THRU BOLTS IN ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION 8 MAX. HORIZONTAL SPANS) _ 1/4 -20 S.S. MACHINE SCREW 8 NUT 12" O.C. USE THRU DOLT 0 ACCESS bOLE AS SHOWN IN DETAIL J 1/4" MAX. (MAX. DESIGN DAD • 72 PSF) O T'OP,SUPPOr BEAM DETAIL R l pp 77EK SCR T �_ AS _ • I MBL C L t 8 E �OR �J� • no-4 .t ; STRU�TURE MAX 606' /UM ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (AWL DESIGN LOAD • 72 PSF) OKT S UPPORT BEAM DETAIL NOTE: 1. USE BEAM SCHEAULE FOR DETAILSWANDUJ . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM r101. SUPPORT TO Q OF SUPPORT. — 3/16 "0 POP RIVET OR 1112 TEK SCREW (B 6' .C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION 8 MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW 8 NUT (5 12" 0.C. PROVIDE 1 ACCES j BEAM OR USE TOBOTTOM LT AS HOLE SHOWN IN OEE TAILVJ vt SCALE 3 ". 1'- 0" DRILL 5/16 "0 MOLE 1.00- T.E PLYW000 AND STUCCO FINISH 5 /8" MAX. - DRILL 7/16 "0 HOLE ORILL 5/16 "0 HOLE 1.13" 3.75" ANGLE DETAIL USING CALK -IN ANCHOR 3.00' SEE TABLE 2 7 00 3.00• © ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE 1 r. 1'- 0" ! 1/2" a 3- N X 1 1 Q L1 /4" MAX. - WOOD PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO W000 PLATE go 12" 0.C. TWO 1/4"0 5.5. LAG SCREW [� 24" 0.0 MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS WOOD PLATE (MAX. DESIGN LOAD • 72 PSF) O WALL 3 I�AOUNT SECTION - USING 2' x 6' P.T. WOOD PLATE SCALE, PLYW000 AND STUCCO FINISH S /8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR S HEOULE FOR MAX. SPACING SEE TABLE 2 GLSSEES TABLE 2 OR ODOR 3/16 "0 POP RIVET OR 1112 TEK SCREW 01 6" D.C. (TYP.) 8 A SSE 1/4 -20 S.S. MACHINE SCREW 8 NUT 12" O.C. PROVIDE Yo ACCESS HOLE (r) BACK 5100 FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW W CENTER 5711-3/ 4" PE R. 1 " x 3 "x1 /8 "OR 1" x4" x 1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD • 72 PSF) 1/2" () WALL MOUNT SECTION - USING ALUM. TUBE SCALES 3" • 1' •0" EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 0 3/16'0 POP RIVET 6" 0.C. (TYP.) I-1/4" MAX L CE(UP4GRNSIDE MOUNT SECTION 5/8" CONNECTION MAX. C4 REFERENCE OC P SCHEDULE FOR MAX. SPACING 1/4" MAX. OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PYODIKT t<6V(8 d O •PIylog Web de Maria Wan Code itaxpessE• - 2.27 -ol EyIrMYs • i4 /AL .' • 8 1 12/04/02 18: 40 i d 2.30" 3.00 � 11.00" 3.00- 7I 3.50" 4 EXISTING STRUCTURE TWO 3 /8"0 POWERS CALK -IN Op 3 -3/4" 0.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE 01ST. OR FOUR 1/4"0 ELCO CRETE -FLE 3" 0.0 W/ 1 -3/4" EMBEDMENT 8 2 -1/2" ANGLE 157. IN EACH OR DOOR SEE TABLE 2 TWO 3/8 "0 POWERS CALK -IN 3 -3/4" O.C. W/ 1 - 1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"0 ELCO.CRETE -FLE CM 3" 0.C. W/ 1 - 3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE 5/8" MAX. •- -2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE 1 -1-7;17".- ,_ THREE - 1/4"0 THRU BOLTS IN ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION 8 MAX. HORIZONTAL SPANS) _ 1/4 -20 S.S. MACHINE SCREW 8 NUT 12" O.C. USE THRU DOLT 0 ACCESS bOLE AS SHOWN IN DETAIL J 1/4" MAX. (MAX. DESIGN DAD • 72 PSF) O T'OP,SUPPOr BEAM DETAIL R l pp 77EK SCR T �_ AS _ • I MBL C L t 8 E �OR �J� • no-4 .t ; STRU�TURE MAX 606' /UM ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (AWL DESIGN LOAD • 72 PSF) OKT S UPPORT BEAM DETAIL NOTE: 1. USE BEAM SCHEAULE FOR DETAILSWANDUJ . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM r101. SUPPORT TO Q OF SUPPORT. — 3/16 "0 POP RIVET OR 1112 TEK SCREW (B 6' .C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION 8 MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW 8 NUT (5 12" 0.C. PROVIDE 1 ACCES j BEAM OR USE TOBOTTOM LT AS HOLE SHOWN IN OEE TAILVJ vt SCALE 3 ". 1'- 0" DRILL 5/16 "0 MOLE 1.00- T.E PLYW000 AND STUCCO FINISH 5 /8" MAX. - DRILL 7/16 "0 HOLE ORILL 5/16 "0 HOLE 1.13" 3.75" ANGLE DETAIL USING CALK -IN ANCHOR 3.00' SEE TABLE 2 7 00 3.00• © ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE 1 r. 1'- 0" ! 1/2" a 3- N X 1 1 Q L1 /4" MAX. - WOOD PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO W000 PLATE go 12" 0.C. TWO 1/4"0 5.5. LAG SCREW [� 24" 0.0 MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS WOOD PLATE (MAX. DESIGN LOAD • 72 PSF) O WALL 3 I�AOUNT SECTION - USING 2' x 6' P.T. WOOD PLATE SCALE, PLYW000 AND STUCCO FINISH S /8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR S HEOULE FOR MAX. SPACING SEE TABLE 2 GLSSEES TABLE 2 OR ODOR 3/16 "0 POP RIVET OR 1112 TEK SCREW 01 6" D.C. (TYP.) 8 A SSE 1/4 -20 S.S. MACHINE SCREW 8 NUT 12" O.C. PROVIDE Yo ACCESS HOLE (r) BACK 5100 FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW W CENTER 5711-3/ 4" PE R. 1 " x 3 "x1 /8 "OR 1" x4" x 1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD • 72 PSF) 1/2" () WALL MOUNT SECTION - USING ALUM. TUBE SCALES 3" • 1' •0" EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 0 3/16'0 POP RIVET 6" 0.C. (TYP.) I-1/4" MAX L CE(UP4GRNSIDE MOUNT SECTION 5/8" CONNECTION MAX. C4 REFERENCE OC P SCHEDULE FOR MAX. SPACING 1/4" MAX. OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PYODIKT t<6V(8 d O •PIylog Web de Maria Wan Code itaxpessE• - 2.27 -ol EyIrMYs • i4 /AL .' • 8 1 12/04/02 18: 40 , MINIMUM SHUTTER SEPARATION FROM GLASS (IN) NEG. DESIGN - LOAD (PSFI TYPE ALL MOUNTING CONDITIONS XC P (FT - IN) MINIMUM MINIMUM TYPED DETAIL 0 9-3/16" MAX. B.O. (FT - IN) 30.0 SEPARATION SEPARATION POSITIVE ACTUAL FROM GLASS FOR FROM GLASS FOR " DESIGN SPAN INSTALLATIONS INSTALLATIONS LOAD (WI (FT - IN) LEAN OR EQUAL SS TH TO 30' GREATER 30' ABOVE (PSF) 12-4 ABOVE GRADE GRADE 10 52.0 (INCHES) (INCHES) 9 -7 5 - 0 2 -7/8 1 -1/2 9 -0 7 - 0 2 -7/8 1 -5/8 30.0 8 - 0 2 -7/8 1 -5 /8 63.3 11 - 0 3 2 -1/8 8-8 13 - 1 3 -3/4 2 -3/4 8 -3 5 - 0 2 -7/8 1 -1/2 8-3 7 - 0 2 -7/8 1 -5/8 40.0 8 - 0 2 -7/8 1 -5 /8 75.0 11 - 0 3 2 -1/4 8 -0 12 - 11 3 -3/4 3 7- 0 5 - 0 2 -7/8 1 -1/2 6 -7 7 - 0 2 -7/8 1 -5 /0 50.0 8 - 0 2 -7/8 1 -3/4 100.0 11 - 0 3 2 -1/2 6 - 0 12 - 2 3 -3/4 3 5- 2 5 - 0 2 -7/8 1 -1/2 4 -9 7 - 0 2 -7 /B 1 -5/8 60.0 8 - 0 2 -7/8 1 -3/4 140.0 11 - 0 3 1 -3/4 4 -3 11 - 8 3 -3/4 3 3- 10 5 - 0 2 -7/8 1 -1/2 3 -7 7 - 0 2 -7/8 1 -5/8 70.0 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5 /8 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 80.0 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 90.0 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN - LOAD (PSFI TYPE ALL MOUNTING CONDITIONS XC P (FT - IN) MEB DETAIL Q ORC WAIL O SINGLE ANGLE REQUIRED 3 -3/4" MAX. 8.0. (FT - IN) TYPEC DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - INI TYPED DETAIL 0 9-3/16" MAX. B.O. (FT - IN) 30.0 l3- 1 12 -4 13- 1 12- 38.0 13- 1 11 -0 13- 1 11 - 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12-4 9 -9 10 -4 10 52.0 12 1 9 -4 9 -7 9 - 7 56.0 11 - II 9 -0 9 - 9 -3 61.5 11 - 7 8- 7 8- 7 8 10 63.3 11 - 8 -6 8 -6 8-8 66.8 10- 11 8-3 8 -3 8 -5 67.5 10 -9 8-3 8 -3 8- 5 71.2 10 - 3 8- 0 6- 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 06.8 8 -5 6 -7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 - 0 110.0 6- 7 5- 2 5- 2 5 5 120.0 6- 1 4 -9 4 - 9 5 -0 130.0 5 - 4 -5 4 -5 4-7 140.0 5 -2 4- 1 4 - 1 4 -3 150.0 4 -10 3 -IO 3- 10 4-0 160.0 4 -6 3 -7 3 -7 3 - 170 4- 3 3- 4 _ 3- 4 3- 6 1 i FASTENER 34" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ' ' AL 1 1 2" MIN 3 610 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS ITYP.I 2 "x "x1/8" ALUM. TUBE 6063 -T6 ALLOY OA e . CLOSURE DETAIL FASTENER ((9 24" 0.5. ANY ANCHOR I ANCHOR SCHEDU E) /I i._ AMU iJ1I OALT DETAIL 1 "x2 "x1/8" ALUM. ANGLE ItQ IE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE O OI f FR CI DETAIL 2" x 2" x .125" ALUM. ANGLE CONT. 1/4 20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS (133 • 10 x I/2" GALVANIZED SMg OR 3/16 "0 ALUM. POP RIVET (0) 18" 0.5. 1" x 1" x .555" : 1" x 2" x .055" 2" x 3" 4 .OSS" • 2 " x 4 x .055" OR 2" x 5" x .12 AL. ANGLE 810 x 1/2" GALVANIZED SMS OR 3/16 "m ALUM. POP RIVET 116 18" Q.C. 1" x 1" x .055" 11" 2" x .055". 2" x 3" x .055' ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE 010 TEK SCREW OR 3/16"43 1. ALUM. POP RIVET (B 24" 0.5. ITYP.I TWO 1/4"0 FASTENERS 2. EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) HALF OF® XISTING STRUCTURE USE MALE OR FEMALE AS REQUIRED O,TCORNER CLOSURE DETAIL NOTES: REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO OETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -1432 OR 6063 -T6 ALUM. ALLOY (1 /8" BELOW CONCRETE) 2 1/4" MAX. 1 -1/4" XISTING STRUCTURE MIN. 3.000 PSI CONCRETE ONCRETE FASTENER (10 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPTABLE OALATLINVATE o- FLOOR MOUNT DETAIL R s ALE: ,• PRODUCT REVISED U 4414 1 1 tabg e1WUe mum code Ragtime 8 .014 W LL d 1 12/04/02 16:40 ANCHOR SCHEDULE FASTENER MAXIMU PAM) 090185) REQUIRED FOR VARIOUS DESIGN (DADS AND SPANK .3112US ANCHOR TYPE LOAD (WI P.S F. MAX (SEE NOTE 1) MIN. 2 EDGE DISTANCE MIN. 3A EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SF8 NOSE 1) SPANS UP TO 13' -1" (SU NDTE 1) SPANS UP TO (SEE 901E 1) SPANS UP TO (SEE NOTE 1) SPANS UP 70 (SEE NOTE 1) SPANS UP TO DE9 NOTE 1) CONNECTION C1 (SEE (2 TYPE NOTE 3 C31C4 C5 CONNECTION C1 (SEE C2 TYPE NOTE 3 C3'C4 C5 CONNE C1 (SEE C2 TION TYPE NOTE 3 C3 CL C5 CONNECTION ME ROUE C7 C2 C3 TYPE C4 C5 CONNECTION (SEE C1.C2 NOTE C3 TYPE 3 CJCS CONNECTION C1 NE NOTE (3 C3 TYPE 3 C4 C5 CONNECTION TYPE (SEE MOTE 3 611(21(3 C4 C5 CONNECTION C1 (SEE C3 901E C3 TYPE 3) (4 C5 12 7 l I116111R1111171111111111177119. 45.0 12 12 12 72 7 12 12 12 8 5 12 12 12 7 4 10. 5 5 5 3 12 12 12 12 12 12 12 10 6 12 II 1 12' 9 5 11 6 6 6 3 57.0 12 12 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 4 12 12 12 11 'r. 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 t/4 - • ITN 7APCON W/ I -1/c" MIN. EneOOMENT OIID. A1OO P S i 03M0Ie710 73.0 12 12 5 12 7 4 10 5 5 5 3 9 4 3 3 r 4- 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 105.0 10 5 5 3 8 3 4 4 r / , B 3 3 ,CINCII , 4 / 3 8 3 , 4 4 11 9 6 3 6 3 6 5 3 3 u 3 3 5 3 9 3 3 5 3 9 3 3 5 3 170.0 8 3 ' / 4 j 8 3 3 3 5 3 9 3 3; 5 3 9 3 3 5 3 * 1/4 POWERS CALK -IN W/ 7/r EMBEOMEN7 4 1/4 -20 STAINLESS STEEL NADINE SCREW 0o4),9m r.u. maim 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 57.0 12 12 12 10 7 12 12 12 7 S 12 12 12 6 4 12 5 4 4 3 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 73 0 12 12 12 6 5 12 9 9 5 4 12 6 6 5 3 12 5 6 4 3 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 11 11 9 6 12 6 6 7 5 12 6 6 7! 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 7 5 12 6 6 7 5 12 6 6: 7 5 12 6 6 7 5 45.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 4 4 l 3 7 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 3 9 7 5 7 5 5 if 4 3 57.0 12 12 12 8 5 10 10 4 10 5 4 3 3 F 9 7 7 3 9 5 3 ervAl • 1 3 6'r A MM13 '� '-.-G '"a'" 12 12 12 10 6 12 12 12 7 4 10 8 9 6 1/4 POWERS SANAD NAIL-1N W/ 1 -1 /e' tom EMeCOMlNT 9ATL 3070 ESA. CONCRETE) 73.0 105.0 11 11 11 5 3 8 6 12 5 12 4 7 5 4 9 5 5 5 ���F 3 6 3 3 4 4 7 7 �` 4 4 8 4 4 4 / 170.0 6 3 6 ma y_ /'� =WA F / 4 � IJ,'/ � I 4 45.0 12 12 12 12 11 12 12 12 .72 7 12 12 12 1/ 6 12 8 7 7 4 12 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 0 8 5 • 11 I /4 ELCO MA4!/ FEMALE ••A9!LMATE• W/ 1 -1/4 HIM. EMBEDMENT 4 I/4 -20 MACHINE SCRE3/ WITH NUT 1101.4.433 Psi Oo4 TO 57.0 12 12 12 12 8 12 12 12 12 9 6 12 12 12 8 5 11 4 4 6 3 12:12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 8 6 0 5 12 6 5 7 6 12 4 4 7 4 105.0 12 7 7 7 4 11 4 l 6 3 11 4 4 6 3 11 4 j 4 •4 1 4 6 3 6 3 12 8 12 l 7 4 8 7 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 C 4 6 3 11 4 4 6 3 11 12 4 4 7 4 12 6 4 7 4 12 4 4 7 4 t qf.. - � • ,.,____ + . ___ r( -y+ v4• ELC 250T9337 7/4 PLAN E TAVCON/ HE 3// 7 0/4' 19803 INK Zito AIL CDR00710 45.0 72 12 13 12 11 12 12 12 12 7 12 12 12 11 7 12 6 . 8 1 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 �4 0 3 6 3 12 12 12 12 12 12 12 12 11 8 12 12 12 11 12 10 12 9 7 6 12 12 12 7 12 7 70 8 7 5 12 6 12 6 5 5 7 7 4 4 73.0 12 12 12 70 6 12 8 8 7 4 12 6 5 6 4 12 4 4 105.0 12 B 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 1 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12, 4 4 6 3 12 4 4 6 3 12 41 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 1 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 S 7 4 e p 1/4 M/ 1�7/i' M7N.IEx EMBEEEEOMENT 0•1* 3J 3DPSL CODKRI82 73 0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4, 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 1 0 5 . 0 1 7 8 8 7 6 1 2 4 6 6 3 1 2 6 6 6 3 1 3 6 4 6 3 1 2 1 0 1 0 9 6 1 2 6 5 7 6 1 2 6 5 7 6 7 2 6 5 7 6 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (ICHES) REQUIEM FOE VARIOUS DESIGN LOADS ASD SPANS .3112US ANCHOR TYPE LOAD (WI P.S F. MAX (SEE NOTE 1) MIN. 3,14' EDGE DISTANCE SPANS UP TO 5' -e" (SEE NO151) SPANS UP TO 0'.0" (SEE NOTE 1) SPANS UP TO 9'.3" (SEE NOTE 1) SPANS UP TO 13•_1• (SU NOTE 1) CONNE6710N (SEE CI1C2 TYPE NOTE C3 C4 CONNECTION CS C1 (SEE NOTE C2 C3 TYPE S) C4 C5 CONNECTION C1 (S[! NOTE C2 C3 TYPE 3 C4 COIN! C5 Cl 7705 (sa NOTE C7 C3 110E C4 CS 45.0 12 12 12 9 7 12 12 12 6 5 72 12 12 5 L 12 9 9 3 3 IlN96EswamlMNDti WOOD LAO W/ - T -3/4 T-3/4 3/4• MN THREAD PENETRATION SNEAK PARALLEL 09 PERP 10 3/000 GRAIN 57.0 12 12 12 7 5 12 ti 12 5 3 12 12 12 4 3 12 5 4 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3 � 12 5 4 3/ 105.0 12 9 6 3 3 12 5 4 3 12 5 4 3 7" 12 5 4 3 770 0 1 2 I 5 14 3% 12 5 4 3 I, 12 5 4 3, t7 5 4 3 1 12/04/02 16:40 i I SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as cwSylei flew 1 PYNYe 244888 coo � D ▪ aN ,y 2 0 8 • • ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (83CHLS) REOU RED FOR VARIOUS DESIGN LOADS AND SPANS MILS sna ANCHOR TYPE LOAD IW1 P.S.F. MAO. (SEE NOTE 1) MIN. r EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1 SPANS UP TO 9' -0" (SEE NOTE 1 SPANS UP TO 13' -I" (SEE MOT! 1) SPANS UP TO (SEE NOTE 1 SPANS UP TO (SE! NOTE 1 SPANS UP TO SEE NOTE 1 SPANS UP TO (SEE NOTE 1) CONNECTION C1 (SEE C2 TYPE NOTE 3) C3IC4ICS CONNECTION CI (SEE C2 NOTE C3 TYPE 3) CL C5 CONNECTION (SEE NOTE CI C2 C3 TYPE 3) C4 C5 CONNECTION C1 TYP1 (SE! NOTE 3) C2 C3IC4 C5 CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C4 C5 CONNE (SEE C1 C2 TION NOTE C3 TYPE 3 C4 C5 CONNECTION (58.5 C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION C/ (502460111) C2 C3 TYPE C4 CS y CE C M GG 'M. 111 1111011111116111111 B> I Eo /4 MM. 45.0 12 12 12 7 4 9 7 5 9 7 9 7 5 4 3 T 8 8 8 4 3 4 4 5 6 4 3 3 i 3 4 12 11 8 1 2 11 8 12 11 8 8 6 S 5 4 10 10 8 B �© 10 [Eng 3 I 6 3 9 9 n] 9 " 5 4 3 3 'fi'r,©' � 5 3 3 "II 3 I 57.0 10 ID 10 ' 5 5 I '�" "' 3 ' 73.0 7 7 7 ��'�' 105.0 5 gel l��z/ � 4 /rn'" gnat /� 3 3 OA �' 5'JI�M 3� ' " 3 3 r 170.0 4 " /a 4 ' AI NEIV /��' 'MOM A � ,� 5 Fed ii7 /. I 3 2 * SEM pl 1 W POWERS N 7 B" EM0EDMEN T STEEL MACHINE sc 45 0 12 12 12 7 5 11 11 11 5 3 10 10 10 4 3 % 12 12 12 12 7 12 12 12 12 12 7 4 0 4 4 5 57.0 12 12 12 6 4 99 � 99 4 8 6 7 3 AM 4 I A a 12 12 12 9 5 11 11 11 10 8 5 3 7 4 4 73 0 10 10 10 4 105.0 7 3 S VAMP � 9 5' �� � 8 4 C 5 7 �� " 3 6 © 3 Er 170.0 5 41 2 ✓r /I 5 5 ; " " 'M '�'� " 4 ;E 3 QUU 45.0 12 ®® 7 4 �a 8 7 4 ' 5" ' 13 12 12 9 5 9 9 9 6 57.0 9 9 6 4 - 4 5 3 ' 4 "Ai 10 10 10 4 7 17 5 O 6 5 " 4 E' 3 ' 3 1 /4' \ • POWERS ZAMAC N IN /R' W/ 1.1 MIN EMBEDMENT 73 0 7 ODOM A ' 4 VANNM " m� 3 5 'AMA 4'M " � wrong 4 I' � /`. � IL ' 4 „i�'��' 3 ' 170 0 4 " E %� A�' " 4 %� '��� „ NE 3 ' " - # 1/4 LE/ FEMALE V MN. EMBEDMENT M EMBEDMENT SCREW WT M NUT 45.0 12 12 12 9 7 5 4 12 12 12 10 6 5 4 11 3 9 11 7 11 8 5 4' 3 . I / 12 12 12 12 12 12 10 8 6 5 12 12 10 10 12 10 7 5 4 3 12 9 12 7 12 8 6 5 4 3 0 6/ 4 4 A 4 3 V 57 0 12 12 12 10 10 73.0 11 17 11 5 8 4 3 3 ' 6" 6 'J■ 12 8 12 12 6 4 8 4 4 4 7 3 3 4 ' 6 AI M= %' 3' 105.0 8 4 MEM / � 3 6'iAl' 4 4 4 � ' 3' A OZ 3 ; 170.0 6 % 3 ; 6 4f� 4 6 3 A �'ll 1 Wir��%,�©' 6 " O„ 3 45.0 12 12 12 7 4 10 6 12 12 12 9 5 12 12 12 57.0 12 12 12 4 4 9 9 9 9 9 9 5 3 8 0 6 7 7 5 4 I 4 12 12 12 10 5 11 11 7 4 10 8 9 � �Y I C II � FT" (G E Mlz FiA i TAP CI W I.1 / CC ^8Me 0 73.0 10 10 10 7 4 © 4 ' 6 'r I � 3 p / � %/� 12 12 12 7 ©� 5 3 7 3 (II� % 7 16' 105.0 7 3 3 M � craw 5 / / n � 3 ga 8 7. 1. s 74 7 mum 77 Gra 170.0 5 ZA©L/ial1E Aia//E 3 5 0 .11:1M / rdrAEI � ��� 0� 7 KO 4 02 Y/I 65.0 12 13 12 10 5 11 11 11 7 4 10 10 10 6 7 12 12 12 12 7 12 12 12 9 13 12 12 8 4 B 5 9 57.0 12 12 12 8 6 9 9 9 5 3 8 6 7 5 A 5 A I A 12 12 12 10 5 11 11 11 7 10 8 9 6 3 7 gg � /4 1- E (0 [VIE FLEX EMBEDMEMT 73.0 10 10 10 6© 7 4 3 4 6 " ©I/ ,A'' 12 12.12 7 4 8 5 5 11111311313N 7 E % � 4 105.0 7 ©© 44 77 � ' �- � � � � 'Q�� 5 j�'�� ' �' 8 4 5 WA= 77 MISS 17 0.0 5 % %.ia ��% 3 / Iita%E %IiYI �l% %©%N©JUV %� X 44 /�i/ %% 4 % MMISS Ell %I 4 % � 7 M V" 1 12/04/02 16:40 ANCHOR NOTES: 1. EARLS STS�RM SHUTTER HERE FOR FORME/MINING LOADS MUST SE TO THOSE SHOWN IN TARE 1. PAGE S. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN ON EQUAL TO NEGATIVE OESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL 9191511 OR STUCCO. 6. VARY. EXISTING IFYTHAT FASTENERS FRAMING„ E INTO ADEQUATE W000 FRAMING 41 24658 URE OD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER EDGE DIS S ACCE FOR WOOD RAM NG WOOD STUD SHAI SOUTHERN PINE" 0.0.55 OR GREATER DENSITY. LAG L SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. B MACHINE AND MAY HAVE EITHER A PA1/2" EAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT!. U.O.N. 9 . DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILO -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILO -OUT MOUNT SECT ION EO ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED oeow**wM Ds MAI SWALE Cede AC88p 80 NO. - 2 . 02 -644 ; Shut 7 of if 37" X 50 5/8" SINGLE HUNG EGRESS FLOOR TO SILL = 29" 37" X 50 5/8" SINGLE HUNG EGRESS FLOOR TO SILL = 29" 53" X 50 5/8" SINGLE HUNG 33" R FIXED B A EXISTING TO REMAIN UP 53" X 50 5/8" SINGLE HUNG E 1--1 11 37" X 50 5/8" SINGLE HUNG EGRESS FLOOR TO SILL = 29" 53" X 50 5/8" SINGLE HUNG H G 19 "X383/8" SINGLE HUNG OBSCURE SEE PRODUCT APPROVAL REVIEW FORM FOR SPECIFIC OPENING AND DESIGN WIND PRESSURES ALL DATA ON PLAN REVIEW SHEET IS TAKEN FROM F.B.C. TABLES 1606.2 B & D. RESIDENCE WAS CONSTRUCTED PRIOR TO 1994 MEAN ROOF HEIGHT = 14' RESIDENCE HAS EXISTING HURRICANE PROTECTION ON ALL OPENINGS. SEE ATTACHED CERTIFICATON. 1 i EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN 1 1 i REPLACE EXISTING WINDOWS AS DESIGNATED WITH NEW METRO -DADE APPROVED WINDOWS NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL WINDOW FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" DIAMETER "TAPCON" SCREWS WITH MINIMUM 1 1/4" EMBEDMENT INTO CONCRETE PER WINDOW MANUFACTURER'S PRODUCT APPROVAL OPENINGS WITHOUT LETTER DESIGNATIONS ARE NOT TO BE REPLACED AT THIS TIME. 1 TOTH RESIDENCE 54 N.E. 102 STREET MIAMI SHORES, FL 33138 PRODUCT APPROVAL REVIEW FORM PRESSURE RATINGS FOR SPECIFIC OPENINGS BELOW TAKEN FROM F.B.C. TABLES 1606.2B & 1606.2D- 140 MPH- EXPOSURE C JOB NAME : JOB ADDRESS : LOT BLOCK SUB - DIVISION - John Toth Residence 54 NE 102 St., Miami Shores, FL 33138 5 & 6 11 Miami Shores Sec 1 Amd PB 10 - 70 MEAN ROOF HEIGHT 14 FT. FOLIO #: 1132060131470 OPENING DESIGNATION PRODUCT APPROVAL ACCEPTANCE NUMBER (NOA) WIND ZONE PRESS. RATING REQD. FOR SPECIFIC OPENING PRODUCT APPROVAL DESIGN PRESS. RATING SHUTTERS REQUIRED COMMENTS (INT. (4) OR END (5) ) MARK WDTH " HGHT " AREA ( +) P.S.F. ( -) P.S.F. ( +) P.S.F. f ( -) P.S.F. (Y / N) A 33 X 33 8 SF 02- 0613.01 4 42.7 -46.2 63.8 -63.8 YES Fixed 1/4" Glass B 53 X 50 5/8 19 SF 02- 0612.04 5 42.7 -57.1 61.6 -61.6 YES C 37 X 50 5/8 14 SF 01- 0905.01 5 42.7 -57.1 53.3 -61.0 YES D 37 X 50 5/8 14 SF 01- 0905.01 5 42.7 -57.1 53.3 -61.0 YES E 37 X 50 5/8 14 SF 01- 0905.01 4 42.7 -46.2 53.3 -61.0 YES F 19 X 38 3/8 6 SF 02- 0612.04 5 42.7 -57.1 63.3 -78.4 YES G 53 X 50 5/8 19 SF 02- 0612.04 4 42.7 -46.2 61.6 -61.6 YES H 53 X 50 5/8 19 SF 02- 0612.04 4 42.7 -46.2 61.6 -61.6 YES M IA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Gopi Glass Sales & Services Corp. 7450 NW 41 Street Miami, FL 33166 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: Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. W97 -11, titled "Gopi Picture Windows ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 06 -24 -97 with revision B dated 06/07/02, signed and sealed by Humayoun Farooq, 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: 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 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 and renews NOA # 99- 0629.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02 -0613.01 Expiration Date: September 26, 2007 Approval Date: September 26, 2002 Page 1 L875 -1 L 062 .328 L328 912 . 62 1 11-1 FRAME I.G. WINDOW 6063 -T5 U U T — 11�.062 GLAZING STOP 6063 -T5 -L875-1 .062 TYP 81 2 FRAME O.G. WINDOW 6063-75 A OR B DIN. it tit L -�1 L6' TTP ( ( t2 TTPICOL CINC 4 0R B DIM. A OR D 001 A 06 3 OM TYPICAL ELEVATIONS GLASS 3/16' ANNEALED 1 /4' ANEALEO OR 3/16' TEMPERED A OR B I I L NOTES L THIS PRODUCT IS DESIGNED TO COMPLY MTN 114E MICA VELOCITY HURRY4KE ZONE OF NE 2001 RARIOA BUILDING COOS. ALSO FOR RPM LONO5 AS PER ASCE 7 USING CORRESPONDING LOADS. 5. 6000 BUCKS 85 OTHERS. WST BE ANCHORED PROPERLY TO TRANSFER LOADS TO NE STRUCTURE 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 8EYON0 WALL DRESSING OR STUCCO. USE IMPACT RESISTANT SRUTTERS AS REQUIRED BY SPBC. FALSE HUNTINS (SURFACE APPLIED) NAT BE USED ALT. SHAPES A OR B AOR B BIN. PRODUCT REYLSED gft Cede 4ilrlr Asaga w 4.72 -o! /3. p / alb • A OR B 006 Gry: OR. IPW:."OUN FAROGQ S TRUCNRES PA PC j I65O 7002 A OR B DIN 07 SINGLE LITE PICTURE WINDOWS ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN BE VERIFIED BY INSCRIBING PICTURE MINOOW SHAPE VANIN SQUARE OR RECT4NCLE AS SHOWN IN DOTTED LINES ANO OBTNNING ALLOWABLE LOA05 FROM THOSE SHAPES, PROV10ED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. S. 3 Y 6 (sheet, OF 4 ) Or3ANP no. ) W97 -11 a LA • 10 SNS OR 3/16'z2-1/4' TAPCOM 0 6' FROM ENDS L 12' O.C. TYP. • 10 SMS W 3/16'.2 -1/4' TAPCON ! 6' FRON ENDS L 12' 00 TYP. • A rWr — u -1 I 1 BY OR 2 BY I BY OR 2 BY W000 BUCK - X000 BUCK 1 /A' SHIM MAR. '1/4' MAX • SMSMS (LASS AS PER TABLE 3/16'- ANNEALED 1 /4' -ANNEALED 3/16'- TEMPERED 1 BY OR 2 BY 0000 BUCK elme I II 4 10 S.N.S. 0 12' O.C. DADE COUNTY APPROVED NUW00 & MULLION ANCNORS * 10 SMS OR 3/L6'•2 -1/4' TAPCON ! 6' FROM ENDS L I2' O.C. TYP. 1/•' MAX SHINS 1 1'. 3/1.6':2 -1/4' TAPCON ! 6' FROM ENDS & 12' O.C. TYP. INSIDE GLAZED WINDOW OUTSIDE GLAZED WINDOW 1/4' SHIN NAT. 1 Min GLASS AS PER TABLE 3/16'- ANNEALED 1 /1' - ANNEALED 3/16 - TEMPERED • 1.0 SNS OR .. 3/t6':2 -1 /4' TAPCON ! 6' FROM ENDS L t2' QC TYP. WOOD BUCKS NOT BY GOPI. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. It SEI TYPICAL ANCHORS TO BE AT 6 FROM CORNERS AND 12 SPACING. FOR 1" BY BUCKS 3/16" TAPCONS ONLY. 1 -1/4" MASONRY EMBEDMENT FOR 2" BY BUCKS 1Q SMS WITH 3/4' W000 EMBEDMENT 3/16" TAPCONS WITH 1' W000 EMBEDMENT / 10 S.M.S. 0 12" O.C. DADE COUNTY APPROVED NUWON k IUUJON ANC$ORS Eng: ON. MUYAYOUM F.•0000 STRUCMRES FLA. PE / 16767 reesocTIOWISID 4h ?; 'J. 2007 A / • Rake C 2 U z 0 0 F v 0 a � a � 0 v, U o: = no C z n m par. ° 'a r W N n z 0 U1 < 3 0: > Li o d Q Z Cr ▪ 0 W a ▪ 0 z 1 `" EC O °o 2 W OW A9 NO. 1 97 -11 a - V .(Sheet 2 01 4 TJS • DESIGN LOAD CAPACITY - PSF (# 10 SMS) WINDOW DIMS. A/ 19 -1/8' 26 -1/2' 37' 53 -1/8' 19 -1/8" 26-1/2' 37' 53 -1/8' 19 -1/8' 26 -1/2' 37 53 -1/8' 19 -1/8' 26 -1/2' 37' 53 -1/8' 19 -1/8" 26 -1/2" 37' 53 -1/8' A/9 26" 38 -3/8" 50 -5/8' 63" 74-1/4' 3/16" - ANNEALED EXT. ( •1 77.9 57.3 57.3 56.4 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 46.8 36.6 67.0 41.7 28.6 INT. C -) 77.9 57.3 57.3 56.4 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 46.8 36.6 67.0 41.7 28.6 1/4" - ANNEALED EXT. ( +1 120.0 88.3 88.3 76.7 104.9 86.6 62.0 54.8 97.1 77.0 58.8 45.3 92.9 69.5 45.9 40.2 90.4 59.7 37.5 INT. C -) 120.0 88.3 80.3 76.7 104.9 78.8 56.4 54.4 97.1 77.0 56.4 41.2 92.9 69.5 45.9 39.3 90.4 59.7 37.5 3/18" - TEMPERED EXT. C +) 110.0 110.0 110.0 110.0 1 10.0 110.0 97.6 90.7 110.0 110.0 94.7 71.3 110.0 106.3 85.1 67.9 110.0 102.2 80.1 65.2 INT. ( -1 183.9 132.9 80.3 80.3 109.2 78.8 56.4 54.4 109.2 78.8 56.4 41.2 109.2 78.8 56.4 39.3 109.2 78.8 56.4 39.3 SINGLE LITE PICTURE WINDOW COMPARATIVE ANALYSIS CHART BASED ON NED -96 -1061 OF 10 -09 -96 OA TEST SIZE - 37 -1/4' X 74 -1/4' TEST LOADS - +60.0. -60.0 PSF DESIGN LOADS = +40.0. -40.0 P51 WATER INFILTRATION TEST - 20 PSF TESTED GLASS = 3/16 - ANNEALED ® TEST SIZE - 51' X 74 -1/4' TEST LOADS - +68.0. -75.0 PSF OESICN 1-0405 - +45.0. - PSF WATER INFILTRATION TEST = 20 P51 TESTED GLASS - 1/4' - ANNEALED BASE0 ON FTL -1162 OF 6 -1 -95 © TEST SIZE - 59 -1/2" x 77 -1/2' TEST LOADS - +91.0. -91.0 PSF 0(51014 LOADS - +60.7. - 60.7PSF WATER INFILTRATION TEST - 16.5 P51 TESTED GLASS = 3/16' - TEMPERED DESIGN LOAD CAPACITY - PSF (# 10 SMS) WINDOW DIMS. A/8 24' 36' 48' 60' 24' 36' 48 60' 24" 36" 48" 60' 24' 36" 48" 60' 24' 36' 48' 60' 24' 36' 48" 60' 24' 36" 48" 60' 24' 36" 48 ' 60" 24' 36' 48" 60' A/B 24' 36" 48' 60' 72" 84' 96" 108' 120' 3/18' - ANNEALED EXT. C +) 62.1 62.1 62.0 57.2 62.1 41.4 41.4 39.2 62.0 41.4 31.0 57.2 39.2 52.2 30.0 49.2 46.6 45.3 INT. C -3 62.1 62.1 62.0 57.2 62.1 41.4 41.4 39.2 62.0 41.4 31.0 57.2 39.2 52.2 30.0 49.2 46.6 45.3 1/4" - ANNEALED 39.8 1 39.8 EXT. ( +) 1 INT. C -) 95.6 I 87.0 94.2 1 87.0 83.7 1 83.7 78.5 1 78.5 94.2 I 87.0 63.8 1 58.0 62.9 1 58.0 49.8 1 49.8 83.7 1 83.7 62.9 1 58.0 47.8 1 43.5 42.1 I 42.1 78.5 I 78.5 49.8 1 49.8 42.1 1 42.1 38.1 1 34.8 75.3 I 75.3 34.3 1 34.3 72.2 1 72.2 34.5 1 34.5 68.6 1 68.6 31.4 1 31.4 66.1 1 66.1 51.6 1 51.6 3/18" - TEMPERED EXT. ( +) 110.0 110.0 110.0 110.0 110.0 100.3 98.8 88.3 110.0 98.8 75.2 75.2 110.0 88.3 75.2 60.2 110.0 82.4 69.5 60.2 108.1 78.6 64.9 105.9 76.0 61.8 104.3 74.1 103.0 72.7 INT. ( -) 87.0 87.0 87.0 87.0 87.0 58.0 58.0 58.0 87.0 58.0 43.5 43.5 87.0 58.0 43.5 34.8 87.0 58.0 43.5 34.8 87.0 58.0 43.5 87.0 58.0 43.5 87.0 58.0 87.0 58.0 PIMMKKTIMVISIED Wb fi Plones eallift1Dedie Dasameae.16, 02 -6g/3.0/ 007 Enyr OR. HU4.IOLM FRR000 STRUCTURES FIJ& '£ / 16337 11 V1 O Z t1 a ' 0 (3 z 0 draw■ng no. W97 -11 (sheet 3 or 4 DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) WINDOW DIMS. 3/18" - ANNEALED 1/4" - ANNEALED 3/18" - TEMPERED WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/16" - TEMPERED " A/8 4/9 EXT. (.) INT. ( -) EXT. C.) INT. ( -) EXT. (•) INT. ( -) 4/5 A/9 EXT. (.) INT. ( -) Ex T. (+) INT. ( - ) Exr. (.) INT. ( -) " 19 -1 /8 26 -1/2" 37" 53 -1/8' 26" 77.9 77.9 120.0 120.0 110.0 1819 24" 36 48" 60• 24 62.1 L 62.1 95.6 95.6 110.0 140.0 57.3 57.3 88.3 88.3 110.0 138.8 62.1 62.1 94.2 94.2 110.0 139.0 57.3 57.3 88.3 88.3 110.0 129.2 62.0 62.0 83.7 83.7 110.0 123.6 56.4 56.4 76.7 76.7 110.0 113.3 57.2 57.2 78.5 78.5 110.0 115.8 19 -1/8' 26 -1/2 37" 53 -1/8 38 -3/8" 77.7 77.7 104.9 104.9 110.0 154.9 24" 36" 48" 60' 36" 62.1 62.1 94.2 94.2 110.0 139.0 41.4 41.4 63.8 63.8 100.3 93.3 56 56.2 86.6 86.6 110.0 126.8 40.3 40.3 62.0 62.0 97.6 90.8 41.4 41.4 62.9 62.9 98.8 93.3 39.2 39.2 49.8 49.8 88.3 88.3 38.8 38.8 54.8 54.8 90.7 87.6 19 -1/8" 26 -1/2' 37" 53 -1/8' 50 - 5/8' 72.0 72.0 97.2 97.1 110.0 143.4 24" 36" 48" 60' _ 48 62.0 62.0 83.7 83.7 110.0 123.6 56 56.2 77.0 77.0 110.0 113.7 41.4 41.4 62.9 62.9 98.8 93.3 40.3 40.3 58.8 58.8 94.7 90.8 31.0 31.0 47.8 47.8 75.2 70.0 29.4 29.4 45.3 45.3 71.3 66.4 - - 42.2 42.1 75.2 70.0 19 -1/8" 26-1/2" 37" 53-1/8' 63' 68.8 68.8 92.9 92.9 110.0 137.1 24" 36" 48- 60' 60 " 57.2 57.2 78.5 78.5 110.0 115.8 39.2 39.2 49.8 49.8 88.3 88.3 46.8 46.8 69.5 , 69.5 106.3 106.3 36.6 36.6 45.9 45.9 85.1 85.1 - - 42.1 42.1 75.2 70.0 - - 38.2 38.1 60.2 56.0 - - 40.2 40.2 67.9 63.2 19 -1/8' 26 -1/2" 37- 53 -1 74 -1/4 67.0 67.0 90.4 90.4 110.0 133.5 24" 35 48" 60" _ 72 52.2 52.2 75.3 75.3 110.0 111.2 41.7 41.7 59.7 59.7 102.2 102.2 30.0 30.0 39.8 39.8 82.4 82.4 - - 34.3 34.3 69.5 69.5 28.6 28.6 37.5 37.5 80.1 80.1 - - - - 60.2 56.0 - - - - 65.2 63.2 24" 36" 48" 60" $4" 49.2 49.2 72.2 72.2 108.1 108.1 - - 34.5 34.5 78.6 78.6 - - - - 64.9 64.9 - - - - - - 24" 36" 48" 60' 96" 46.6 46.6 68.6 68.6 105.9 105.9 - - 31.4 31.4 76.0 76.0 - - - - 61.8 62.8 - - - - - - 24" 36" 48" 60 " 108" 45.3 45.3 66.1 66.1 104.3 104.3 - - - - 74.1 74.1 - - - - - - - - - - - - 24' 36" 48 " 60" 120" - - 51.6 51.6 203.0 103.0 - - - - J 72.7 72.7 - - - - - - - - - - - - 7 Engr. OR. MUUAYOUN FAR000 STRUCTURES FU. PE 9 16557 to 0 0 Z CC U 0. 0 U 8 W97-11 sheet 4 or 4 4 V MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Traco Security Windows & Doors, Inc. 5100 NW 72" Avenue Miami, 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 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 "2100" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. W99 -48, titled "Series 2100 Alum. Single Hung Window ", sheets 1 through 3, prepared, signed and sealed by Humayoun Farooq, P.E., dated 6/10/02, 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 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 and revises NOA # 99- 0712.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0612.04 Expiration Date: July 11, 2007 Approval Date: July 18, 2002 Page 1 DESIGN LOAD CAPACITY - PSF SERIES -2100 ALUMINUM SINGLE HUNG WINDOWS (1 OVER 1) WINDOW DIMS. DSB -ANN. GLASS 3/18" -ANN. GLASS 3/16' -TEMP. GLASS WIDTH HEIGHT EXT. 1.) INT. C -) EXT. C.) INT. 1 -) EXT. t.) INT. ( -) 19 -1/8' 26 -1/2' 37' 53 -1/8 (3) 63.3 78.4 80.0 125.0 80.0 210.0 63.3 78.4 80.0 125.0 60.0 180.6 63.3 78.4 80.0 125.0 80.0 129.3 34.9 34.9 80.0 90.1 80.0 90.1 19 -1/8' 26 -1/2' 37' 53 -1 /8 38 -3/8' (3) 63.3 78.4 80.0 125.0 80.0 169.5 63.3 78.4 80.0 122.3 80.0 122.3 59.1 59.1 80.0 87.6 80.0 87.6 X X 76.8 61.0 78.8 81.0 19 -1/8' 26 -1/2' 37' 53 -1/8 50 -5/8' (5) 63.3 78.4 80.0 125.0 80.0 210.0 63.3 72.9 80.0 125.0 80.0 154.6 50.9 50.9 80.0 88.6 80.0 104.1 X X 61.6 61.6 62.8 82.6 19 -1/8 26 -1/2' 37' 53-1/8 �5) 63.3 78.4 (10.0 125.0 80.0 190.2 63.3 65.4 80.0 111.9 80.0 137.3 X X 79.4 79.4 80.0 98.3 X X 54.5 54.5 57.9 57.9 19 -1/8' 26 -1/2' 37' 53 -1/8 63• (5) 63.3 73.8 80.0 125.0 80.0 172.1 62.4 62.4 80.0 100.2 80.0 124.2 X X 73.2 73.2 80.0 89.0 X X 49.1 49.1 54.5 54.5 19 -1 /8' 26 -1/2' 37' - 74 -1/4' (6) 59.8 59.8 80.0 125.0 80.0 175.2 X X 80.0 85.2 80.0 125.5 X X 64.4 64.4 80.0 90.6 X X 48.8 48.6 50.0 50.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ROLL FORMED ALUM GLAZING BEAD 058 -ANN. 0-ASS BEDDING COMPOUND 0 BEDDING COMPOUND SCHNEE 9060(6AD 5555 t - SCHNEE MOREHEAD 5555 GLAZING OPTIONS ROLL FORMED ALUM GLAZING BEAD 3/16' ANN. GLASS C>R 3/16' TEMP. GLASS 1, 0 0 CENTER ANCHOR 0 HEAD & SILL RE00. ON WINDOWS OVER 28 -1/2' WIDE ONLY JYPICAL Fl FVATION$ TESTED UNITS n n EnP DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 „Apr* n 7nn7 VENT WIDTH NOTES; 1. 1146 PRODUCT IS DESIGNED TO COMPLY MTH THE 6101 VEL0C01' HURBIGNIE ZONE OF THE 2001 FLORIDA BUILDING CODE ALSO FOR MIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST 82 ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETMS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS Appromi. as complying with the Florida Code Date My 111 ..0.4 NOAS_AL'a411.. aY Mlari Dade Prod ae R. i 1 xi ¢(vat [ drawing no. W99 -48 sheet 1 of 3 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2' ORAN NOTCH AT EACH END OF SCREEN RETAINING LEG 1 /13' SHIM 47 EACH CORNER OF SCREEN 0 WOOD BUCKS NOT BY TRACO SECURITY WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: 3/16 TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 2BY WOOD BUCKS OR W000 STRUCTURE 1 - /B" MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY SEALANT: ALL FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SEALANT, FIXED MEETING RAIL AT ENDS SEALED WITH GE SILICONE. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCK MATERIALS UST ITEM No. 3 4 7 6 10 11 12 13 14 15 18 17 18 19 20 21 22 23 PART NUMBER 050-00 -387 050 -00 -375 050 -00 -388 050-00 -164 050-00 -492 051-00 -160 050 -00 -119 012 - 00-832 050 -00 -000 047 -00 -008 050 -00 -000 007 -10 -016 004-00 -003 048 -00 -002 046-16 -005 WV -6502 YN -2205 048 -18 -030 QUANTITY DESCRIPTION 2 2 AS RE00. AS REGD. 4 AS REGD. 2 AS REOD. AS REGD. AS REGD. AS REOD. 1/ JAMB 2 AS REGD. HEAD SILL JAMB VENT TOP VENT BOTTOM VENT SIDE MEETING RAIL FRAME ASSEMBLY SCREW VENT ASSEMBLY SCREW WOOLPILE VENT SIDE ACRYLIC BASED GLAZING COMPOUND SWEEP LOCK O 7' FROM ENOS ROLL FORMED SCREEN FRAME F18ERGLA55 SCREEN MESH SCREEN MESH ROLL VINYL BULB WEATHERSTRIPPING FLAP SILL BLOCK AND TACKLE BALANCE CLOSED CELL FOAM PAD ROLL FORMED GLAZING BEAD MATERIAL 6083 -15 606 }T6 6083 -T6 6063 -T8 6063 -T8 6063 -T6 8063 -T5 • • • • VINYL • vNYL • • • MANF. /SUPUER/REMARES ALUMAX MON ALUWJI TFTON ALUIIAX TFTON TFTON / 8 X 3/4" SMS /8X 1" 5M5 AMESBURY SCHNEE MOREHEAD 5555 11AR901.10 INTL. OPTIONAL WIBORG WIBORG WINDOW COMPONENTS 1"X2'X1/4 AT EACH CORNER ALUMINUM TIP. GLASS BITE EXTERIOR WINDOW WICH End DR. NUMA: GUN FAR000 STRUCTURES FLA PE / 16557 TYPICAL ANCHORS - SEE CHART FOR SPACING 1/4• SHIM MAX. Approrei as omplyi4E Nth Ow Florida BFidlu2 Code Date it LG* . NOAH 01.-09 Miami Dade Canal Dirbioa By UE.vA I 8 m O. 0 1 4 drawing no. W99 -48 (sheet 2 o 3 2177 - .062 1.199 ]A00 FRAME HEAD .81 1P.06.2 1.387 1.012 I .969I F -] MFF1ING RAII VFNT TOP RAII 1.625 F062 1.833 1. L.938-1 VENT BOTTOM RAIL 2.327 --1 1.982 2 .937 L I.- 2125 --1 SILL I -1.075 .062 .937 .625 SASH SIDF RAII - 1.250 —j 1. .062 2.125 L I -1.375 —I L FRAME JAMB FRAME BOTTOM CORNFR VENT TOP CORNFR VFNT BOTTOM CORNFR Engr. DR. NUMAYOUN FAR000 STRUCTURES RA PE / 16357 Appmvn: o complying wllti IYe Florida Fielding Code NON NON/ NON/ �- or Miami Dade PrAdact Coallol Div ision /LA, w .1• 8 Se 1 s 0 drawing no. W99 -48 sheet 3of 3 • MIA MI•D PRODUCT CONTROL NOTICE OF ACCEPTANCE TRACO Security Windows & Doors, Inc. 5100 NW 72 Avenue Miami ,FL 33166 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 - 2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series 2100 Aluminum Single Hung Egress Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0905.01 EXPIRES: 07/30/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMVIITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 10/11/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \ 1 s 045000 I \pc20001 \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com TRACO Security Windows and Doors ACCEPTANCE No.: 01- 0905.01 APPROVED: October 11, 2001 EXPIRES: July 30, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews Notice of acceptance (NOA) No. 97- 0924.10 issued on July 30, 1998, under the name of Security Aluminum Windows & Doors. It renews the approval of an aluminum dual action window as described in section 2 of this NOA, designed to comply with the South Florida Building Code, (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "2100 Single Hung Egress" Aluminum Dual Action Window, and its components shall be constructed in strict compliance with the following document: Drawing No. W01 -58 titled "2100 Single Hung Egress," Sheets 1 thru 4 of 4, dated 8 /28 /01,with a revision date of 09 /19 /01,signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. These drawings replace drawing # 97 - 140, signed and sealed by Kelvyn A. Whitfield, P.E., 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum dual action window and its components shall be constructed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 aul Rodriguez, Chief, Product Control Division TRACO Security Windows and Doors ACCEPTANCE No.: 01- 0905.01 APPROVED: October 11, 2001 EXPIRES: July 30, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved. c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, this last page 3. END OF ACCEPTANTCE 3 Raul Rodriguez, Chief, Product Control Division COMPARATIVE ANALYSIS CHART I - DESIGN LOAD CAPACITY - PSF / [ / G(AS' S / / NO. OF ANCHORS HEAD ER SILL / / h DSH- ANNEALED GLASS VIDTH e EXT. CO \ \ % / / N A 26 -1/2' 37' C O N. \ \ // \ \ c, 53.3 75.0 2 5 3 53.3 61.0 37' COMPARATIVE ANALYSIS CHART SINGLE HUNG EGRESS WINDOW SERIES 2100 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. NO. OF ANCHORS HEAD ER SILL NO. OF ANCHORS HINGE JAMS NO. OF ANCHORS LOCK JAMB DSH- ANNEALED GLASS VIDTH HEIGHT EXT. CO INT. ( -) 26 -1/2' 37' 50-5/8 2 5 3 53.3 75.0 2 5 3 53.3 61.0 37' 38 -3/8' 2 5 3 53.3 75.0 0 ro 37' MAX. WINDOW WIDTH 34 3/8' MAX. SM. FRAME WIDTH 30' MAX. D.L OPG. (FIXED) 28 3/8' MAX 0.L OPG. (VENT) 30 1/2' MAX VENT WIDTH TYPICAI ELEVATION ILSIU) UNIT 0 O 0 m0 n J 0 6' MAX. TYP. z x HEAD /SILL CORNERS WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS NOTES; 1. THIS STRUCTURE IS DESIGNS) AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDRION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DR. HUWY0UN FAR000 STRUCTURES F1A PE / 18537 —P 1 9 2001 PRODUCT RENE AOCOTANCENN 0 (-oq of. I laces TTON DAIS 3L41 0 . LoOG SIM.DINO 0002 x 8 a 0 S 1 0 3 J growing no. WO -58 (sheet 1 of 4 EGRESS HIND /8' SHIN AT EACH CORNER OF SCREEN TYPICAL ANCHOR SEE ELEVS. FOR SPACIN1 3 /8' DRAIN NOTCH AT EACH END OF SCREEN RETAINING LEG Env DR. HUMAYOUI FAR000 STRUCTURES FLA. PE d 18557 J SEP 1 9 2001 drawing no. WO -58 1BY OR 28Y WOOD BUCKS • 8 X 1' SMS T ? 0.C. CAL ANCHORS SEE ELL... FOR SPACING TYPICAL ANCHORS ° SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. I/8' MIN. THICK) STEEL : Fy — 38 KSl MIN. ALUMI : 8083 -15 MIN. 3 6 181 OR 281 WOOD BUCK W000 BU NOT BY TRACO SECURITY, MUST SUS LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16' TAPCONS INTO WOOD BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO WOOD THRU 18Y WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY X41 SMSISFI F DRI1 I ING SCRFW$ INTO METAL STRUCTURES (1/8' MIN. THICKNESS) OR ALUMINUM MULLIONS SE ALANT; AU. SEAMS. FRAME AND VENT CORNERS. AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH CLEAR COLORED SEALANT SCHNEE MOREHEAD 5504. ROLL FORKED ALUM GLAZING BEAD DSB —ANN. GLASS GLAZING DETAIL BEDDING COMPOUND SCHNEE MOREHEAD 5555 PRODU ■ RENE WE .pb 01-0105.0 1 1A5ION DATE sheet 2 of 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY W000 BUCK /e X 1/2' SIRS 4 PER HNOE SEE MULLIONS APPROVAL FOR MUUJON TYPE AND SIZE /10 sp SEE ELLV. ' FOR SPACING 111 18 X 1' SAS 5 /JAMB ON 50 -5/8' HEIGHTS 3 /14M3 ON 38 -3/8' HEIGHTS KUNIO =SL��SIt = :: g 1 ) VENT WIDTH O D.L OPG. .n _ �� .1 • •17v EXTERIOR S.H. FRAME WIDTH WINDOW WIDTH ITEM N0. PART NUMBER QUANTITY 2 4 5 7 6 9 10 012-00 -632 11 047-00 -008 12 2572 13 14 15 16 17 16 19 20 21 22 23 24 25 26 SEG -367 SEG -375 SEG -368 5EG -164 SEG -492 SEG -160 SEG -118 SEG -383 SEG -343 050 -00 -000 007 -10 -016 004-00-003 048-00 -002 046 -16 -005 YN -6502 WV -2205 6000/6100 SEG -181 SEG -240 SEG -363 2 4 AS REOD. 4 2 2 AS REGD. AS REAP. AS RE00. AS RE00. AS 600D. 1/ JAMB 2 AS READ. 2 2 1/ ANCHOR HEAD DESCRIPTION SRL 'JAMB VENT TOP VENT BOTTOM VENT SIDE MEETING RAIL T BAR FRAME EGRESS HINGE ADAPTER FRAME/VENT ASSEMBLY SCREW WOOLPUL VENT SIDE LEVER TYPE CAM LOCHS WTI/ SINGLE OPERATING BAR ACRYLIC BASED GLAZING COMPOUND SWEEP LOCK 0 6 -3/4' FROM ENDS ROLL FORMED SCREEN FRAME FlBERGLASS SCREEN MESH SCREEN MESH ROLL VINYL BLAB WEATHERSTRIPPING FLAP WEATHERSTRIPPING SPRING AND PULLEY BALANCES CLOSED CELL FOAM PAD ROLL FORMED GLAZING BEAD EGRESS HINGE (4' LANG) TRUE MUNTN SNAP CANTILEVER (2' LANG) MATERIAL 6063 -76 ALUMAX 6063 -76 6063 -16 6063 -T6 6063 -78 6083 -T8 6063 -T5 6063 -T6 6061 -16 DIE CAST ZINC ZAM*C VINYL VINYL 6061 -78 8063 -18 6083 -T5 MANP. /SUPTaR/R 135 • 1117011 ALUMAX TIFTON ALUM*( TIF7ON 11F7ON / 8 X 3/4' SMS ' AMESBURY TRUTH. AT 10 -1/2' FRp/ TOP & BOTTOM SCHNEE MOREHEAD 5555 MARBOLLA INC. OPTIONAL TABOR° WBORG WINDOW COMPONENTS 1 AT EACH CORNER ALUMINUM AT 5' FROM TOP & BOTTOM 1/4' SHIM .IIIT_.L -1 - r r ° i e i i MIIIM 1.—n ® a AA, i • • _TYPICAL ANCHORS SEE ELEV. FOR SPACING • Env: DR MINIMUM FAR000 STRUCTURES 114. PE / 16557 SEP 1 9 2001 0 13 ce W 1, PRODUCT RENEWE 0 o.t. ACCEPTANCE Y AT80t DATE Su 11.3 LO Agital Ada 0 cODECOMPLIAN 0 0 0 X .1 t^, V A o 0 O LL O tn Qr3 o d - 0 W 0 Z 1 1 40 h D. 0 C 0 0 0 8 9 A 2 b rowing no. 01 -58 (sheet 3 o 4 • 1103 —2.066 zss I �. ♦ I 4 ' 1 �z� y T . 10 r• V ENT TOP CORNER ��` COMP- ANL \W01- 58TSYI 1.199 1^ 2177 .062 I 1.000 'AL- FAROOQ CORPORATION ENGINEERS. PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL (305) 284 -8100 FAX. (305) 282 -8978 . 062 1.391 FRAME HEAD 688 f .125 Z' BAR FRAME - 1.01 212 --Ir A62 F 1.984 1 387 SNAP CUP L.969-1 MEETING RAIL FRAME TOP CORNER I I'• LSERIES -2100 SINGLE HUNG EGRESS WINDOW) 1 1RACO SECURITY WINDOWS & DOORS RC 5100 N.W. 72 AVE. MIAMI, FL. 33166 1 TEL (305) 591 -8990 ��I 1.093 1.750 .062 I .812 2.062 —1.1091 EGRESS FRAME ..- CORNER /10 6 3/8' \ i � MS * FRAME BOTTOM CORNER ,r ' 10 // pp , ,� VENT BOTTOM CORNER � PP I L197 VENT TOP 1.637 � RAIL EGRESS .968 HINGE . 484 ADAPTER F^La73 L350 VENT 1425 .062 1 .833 .062 •937 1 425 SASH SIDE RAIL .230 1l I L .938 -I BOTTOM RAIL L375 A62 2125 L I 2.327 - 1 .062 1.982 L1.375 I FRAME JAMB 0FC HUM r. A JN FAR000 MAN 81R 0 1 6 7 � � mow= R r iY7cJti'�V V l .812 .937 L 1-.-- 2125 SILL SEP 1 9 2001 TS@1 nn JUL t. • ` j w drawing no. .1 O82 MUNTIN g un cc ,� •• . 01 -58 sheet 4 of 4 • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. / / 3J 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: .,rj ME 163- -Sr 1 lA dt 8 r I MTh ? 10- `7O LT 54' a e 11 s5ZE Iao.o(O x II5 2. Description of improvement: degfAioq IL g j -, it. . 3. Owner(s) name and address: C k-) J Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 1 J • i40f( abik1:Se U(r r jp,_( 763c) s 16) tt' P ttRie6 I c FL. , fi r. 5. Surety: (Payment bond required by owner from contractor, ifSaY n TJ OF FLORIDA, � CGUi,TY cr - 1 HE EBY CERTIFY that this /3 a ;rua copy of tho , A n 20 03 WITNESS my hand and Official Seal. 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) - /- Sig ture of Owner Print Owner's Name %J ONA/ I n Sworn to and subscribed before me this 1/ ' ( day of fLe_e_.-. , 20 d 123.01-52 PAGE 4 8/02 Notary Public Print Notary's Name My commission expi es: - 0 7 Prepared by Address: 11 1 1 11 I I I I I 1 1 111 1 1111 1 111 1 1 11 1 1 111 11 111 1 111 1 C :F= N 2 0 03R093'2 3 1 4 OR BI: 21908 Po 3590► (1Po RECORDED 12/17/2003 12 :23 :54 HARVEY RUV'IN? CLERK. OF COURT MIAMI -DADE COUNTYp FLORIDA LAST PAGE By ( .v ! I-4,C " D.0 �� /37sS 7P FttAie lat % 23z11.;-- Miami Shores Village 10050 NE 2nd Avenue Printed: 12 /19/2003 Applicant: JAVIER Owner: GUARDERAS JOB ADDRESS: 54 Contractor DAVIS, JAMES D Local Phone: 954 - 981 -1219 Parcel # 1132060131470 NE 102 Building Permit Phone: 305- 795 -2204 Permit Number: BP2003 -1948 GUARDERAS JAVIER ST Contractor's Address: 7030 SW 16 COURT Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 5 & LOT 6 BLK 11 LOT SIZE Fees: Description Amount FEE2003 -8477 Building Fee $115.00 FEE2003 -8478 CCF $1.80 FEE2003 -8479 Training and Education Fee $0.60 FEE2003 -8480 Technology Fee $2.88 FEE2003 -8481 Scanning Fee $6.00 Total Fees: $126.28 Total Fees: $126.28 Total Receipts: $010 0 7 ‘.. 0 Permit Status: APPROVED Permit Expiration: 6/13/2004 Construction Value: $2,966.11 Work: CHANGE OUT 8 WINDOWS (3 ARE EGRESS) NO SIZE CHANGES Signed: (INSPECTOR) DEC 2 2 PAID ei\ci \ 3\°\ 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: