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WS-15-1538 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237373 Permit Number: WS-6-15-1538 Scheduled Inspection Date: August 26, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , Work Classification: Window/Door Replacement Job Address:265 NW 91 Street Miami Shores, FL 33138- Phone Number (305)793-0592 Parcel Number 1131010331320 Project: <NONE> Contractor: GG BUILDING CORP Phone: (305)793-0592 Building Department Comments REMOVE AND REPLACE 8 IMPACT WINDOWS AND 2 Infraction Passed Comments IMPACT DOORS INSPECTOR COMMENTS False Inspector Comments Passed 1;�R Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 25, 2015 For Inspections please call: (305)762-4949 Page 16 of 48 "45 �s�jO1is i, Miami Shores Village s �1 � 10050 N.E.2nd Avenue NW " Miami Shores,FL 33138-0000 �Y x10 -- ' L j fit( s z ualt K Phone: (305)795-2204 e i ,; �, r, Expiration: 12/26/2015 Project Address Parcel Number Applicant 265 NW 91 Street 1131010331320 Miami Shores, FL 33138- Block: Lot: GG PROPERTY HOLDING LLC Owner Information Address Phone Cell GG PROPERTY HOLDING LLC 1203 ASTURIA Avenue (305)793-0592 �® CORAL GABLES FL 33134- 1203 ASTURIA Avenue CORAL GABLES FL 33134- Contractor(s) Phone Cell Phone Valuation: $ 4,500.00 GG BUILDING CORP (305)793-0592 Total Sq Feet: 0 Type of Work:REMOVE AND REPLACE 8 IMPACT WINDOW Available Inspections: No of Openings: 10 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 DBPR Fee Invoice# WS-5-15-56059 $3.00 06/22/2015 Credit Card $50.00 $ 173.00 DCA Fee $3.00 Education Surcharge $1.00 06/29/2015 Credit Card $ 173.00 $0.00 Permit Fee $200.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $223.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I xne responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECT AL,P MBING,MEC ICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF DAVIT: I cKermoreKauth at all t forego- for tion is accurate and that all work will be done in compliance with all applicable laws regulating constructio and zonin a ov amed ntractor to do thdZork stated. % June 29, 2015 ult ed Signa ur .Owner / A icant / ractor / Agent Date Building Departmeiln�t Copy June 29,2015 1 l i Miami Shores Village ol.. Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 BUILDING Master Permit No. WS iS- V53e PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [—]PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: !242 � t S City: Miami Shores Countv: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder 6� QdLI" d'dlk ,AC,cg Phone#: -2kX,—4-9 3.oSn—Li Address: 620 %C— t A� � City: k6a.W1 a S ,(C State: Zip; Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Nam l V c Phone#: Address: City:JCO ( (SZ-GLCS State: Zip; -3 Qualifier Name: r' Phone#: State Certification or Registration Certificate of o petency#: DESIGNER:Architect/Engineer: I" Phone#: Address: City: State: Zip: value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Additio ❑ Alteration New Repair/Replace ❑ Demolition Description o ork: (7v O` w UvlN)Z>4 S Specify color of color thk tile: Submittal Fee$ Permit Fee$ _ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$_ I TOTAL FEE NOW DUE$ l� In—;—Jne 1—lim A% 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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 wiRnbepproved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CON R The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _day of a INR_ 20 �� by /n�day��off 6^�_��� .20� by Com¢ t C_n��N,who is personally known to �G t''Ir`-`HV �'�U.}yLD `ublio ispersonally known to me or who has produced � ���� ��� me or who has produced T� luel\- --as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: " Sindia �� tate of Florida Alvarez Seal: ?,00%, Notary Public State of Florida Seal: p My Commission FF Sindia Alvarez °f tx Expires 09/03/2018 156750 y T My Commission FF 156750 'Forc�o� Expires 09.103.'2018 APPROVED BY Plans Examiner Zoning Structural Review Clerk GG BUILDING CORP Date: 06 (a a I DO(5 State of -#t'-0J2-MA County of Before me this day personally appeared&IZQ EyOk:V-Tfawho, being duly sworn, deposes and says: That he or she will be the only person working on the project located at:�;LG75 � 1 S� Sworn to(or affirmed) and subscribed before me thisOP day of U U 20�, by Personally know OR Produced IdentificationGV Type of Identification Produced ` 1Q k-)-M1jf— Print,Type or Stamp Name of Notary r P& Notary pubiI°State of Florida 146% Sindia Alvarez My Commis51O�FF 156750 OF Expires 0910 3120 1 8 SNoREs Gr '- l.,, ,,,,,I Miami shores Village Building Department �IOR{Dp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption 3 Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: wn State of Florida County of Miami-Dade The foregoing was acknowledge'before me this j day of IU 20A&. ByG)�V_�' A�� wLVMN who is personally known to me or has produced E NS4; as identification. Notary: \ ?p' Y N* Notary public State of Florida SEAL: • Sindia Alvarez My Commission FF 156750 Npf Wdl Expires 09/03/2018 -IVH ICII—i TIV HIM 3 )NVI lcill'dO')Oi 13 J!llf id3J SNINO 31vcj A E GjAOUddV )c Els MEW C� Now* � �� �-� s� R. mew 3140 0 CJ 1-T 16 D 265 NW 91 STREET, MIAMI SHORES, FL *ALL NEW IMPACT WINDOWS/DOORS ARE EXACT RETROFITS WINDOW/DOOR OPENING WINDOW/DOOR SIZE PRODUCT APPROVAL OPENING PRESSURE DESIGN LOAD 1 19 x 38 3/8 NOA 12-0507.04 _+37.8/-41 _+70/-70 2 37 x 50 5/8 NOA 12-0416.11 _+37.8/-41 _+70/-70 3 37 x 50 5/8 NOA 12-0416.11 _+37.8/-41 _+70/-70 4 37 x 50 5/8 NOA 12-0416.11 _+37.8/-41 _+70/-70 5 53 x 50 3/8 NOA 12-0416.11 _+37.8/-41 _+70/-70 6 EXISTING DOOR TO REMAIN NA NA NA 7 53 x 50 3/8 NOA 12-0416.11 _+37.8/-41 _+70/-70 8 74 x 38 3/8 NOA 12-0416.11 _+37.8/-41 _+70/-70 9 37 x 38 7/8 NOA 12-0416.11 _+37.8/-41 _+70/-70 10 32 x 80 FLO128-05 _+37.8/-41 _+76/-76 11 32 x 80 FLO128-05 _+37.8/-41 _+76/-76 M IAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidagg.gov/cera Cury-A-Tech Corporation 930 West 23'd Street 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 and accepted by Miami-Dade County PERA- Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11925"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W07-104,titled"S-925 Aluminum Single Hung Window", sheets I through 4 of 4, dated 12/13/07,with revision A dated 04/17/12,prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad,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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,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 jlle NOA is displayed,then it shall be done in its entirety. •...." 900066 INSPECTION: A copy of this entire NOA shall be provided to the user by the ravvIfatturer orilr • distributors and shall be available for inspection at the job site at the request of tha 8ui4eling Ofrit~ial.' This NOA revises and renews NOA#08-0107.03 and consists of this page I andom deece pa.�e9-1,as ;••": . • well as approval document mentioned above. •'•'• • • • ••••• The submitted documentation was reviewed by Manuel Perez,P.E. •• ••••• ••'•• NOA lko. 11-0507.04 .' �MI®�COUNTY ExpiratialfD$i& Februnry 14,201$...:. r1/9 Appreval Date: Anga tV2,2011• � . ..Waget.. . . Cury-A-Tech Cornoration NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07-104, Sheets 1 through 4 of 4,titled "S-925 Aluminum Single Hung Window", dated 12/13/07, with revision A dated 04/17/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series S-925 aluminum single hung window,prepared by Fenestration Testing Laboratories, Inc., Test Report No. FTL-5412, dated 12/03/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA# 08-0107.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al-Farooq Corporation, dated 04/16/12, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11--0325.05 issued to Solutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated April 16, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5412, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA# 08-0107.03) G. OTHER J 0000:4••0 1. Notice of Acceptance No. 08-0107.03, issued to Curv-A-Teclf 0or�0rati0rr%r!heir ,++.:• "Series 925 Aluminum Single Hung Window—L.M.I.",appro?d4bh 02/1470 and �.• expiring on 02/14/13. .Manuel• ,P.E."••• Pr,pV,Wt Conbo iner•+' •••WA No. 120507.04 ••. Expiration r.Date:;Febrtialy.%2018"•", Approvpl Date: August 02,2012:•+••; + • • • ••e • E-1 • U o 0 53 1/8' ; WINDOW WIDTH 1/8"H.S. GLASS Z L7 at 48 1/8-- m 7.: ry D.L. OPG. (FIXED) s ,090"INTERLAYER O~ `� SAFLEXDIG d FALSE MUNTINS A HEAD/SILL n BY 'S.Lut, a 8 (SURFACE APPLIED) CL s MAY BE USED n ROLL ALUMINUM a GLAZING BEAD 1/8"H.S.CLASS O IA i� II SILICONE U W n$ II i� D DOW CORNING 995 Z c. �+n01 0 CL 2 CO CC ro o ii%///%iii n F Gds"KZ 4 n WNZ�" , 0 0 Z I O II II Z O afn N U Wm II 11 Q Z n S n° N o Q Z GLAZING DETAIL = � nO o it I� j D_ in U`'O C 4'MAX. 7 (=j M ^� TYP. HEAD/SILL = W O1 F- 48 1/8- D.L. /8•D.L OPG. (VENT) 3 o 50 1/4" � 7,�— VENT WIDTH In V'M_ TYPICAL ELEVATION 1 OVER 1 TESTED UNIT oR -o vc SERIES-925 ALUM SINGLE HUNG WINDOW (L.M1� ••• • MOTESDESIGN LOAD RATINGS FOR THESE WINDOWS 70 BE AS PER ISPR U AS( -BEEN DESIGNED ANO TESTED TO COMPLY WITH THE CHARTS SHOWN ON SHEET 2. • •• • O TAE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • IJURPfHV ` FfLl THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. •• ••• •40013 dUCKS BT OfARS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. I ;, •. Engr.JA,M AHNAD - PROD(iCT R8tlI3BD APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS `FL0.,T1'VOI 9Y �BO11Pty'"i"'��u'°PI°�d° A C OF S.H./S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULve ••• ••GMBSD"T TO BA4 MATEFWkL SHALL BE BEYOND WALL DRESSING OR STUCCO. G.A.N.33S53n:. &sibling Coda � Aeselltence No Q� OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. • • •�NCHQ(iAdG OR•LO�101 0NOITIONS NOT SHOWN IN THESE DETAILS 'I 117�IsraU°N DAIa •• • • • ARE,J T PAORT UF• HI A ROVAL. •• • ••R LCk&RATION♦If ftEASE ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ,i�A ilu d¢FtRppfAConlrel drawing no. ANCHORS ONLY. 11W07—10 -�'' sheet 1 of 4 1: • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o EQUAL LITES WINDOWS UNEQUAL LITES(ORIEL TYPES) WINDOWS '4� n DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF V ; m COMPARATIVE ANALYSIS CHART COMPARATIVE ANALYSIS CHART m WINDOW WINDOW Z w ii/SHEAR CLIP W/O SHEAR CLIP W/SHEAR CLIP W/O SHEAR CUP O e 0 DIMENSIONS DIMENSIONS H WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) 0 19-1/9" 70.0 70.0 70.0 70.0 19-1/8" 70.0 70.0 70.0 70.0 O 28-1/2" 70.0 70.0 70.0 70.0 26-1/2" 70.0 70.0 70.0 70.0 a. 26" 50-5/e' a 37" 70.0 70.0 70.0 70.0 37" 70.0 70.0 70.0 70.0 Q V1 42" 70.0 70.0 70.0 70.0 42' 70.0 70.0 70.0 70.0 U Z ng 53-1/8 70.0 70.0 70.0 70.0 48" 70.0 70.0 70.0 70.0 O ¢<c? 19-f/B" 70.0 70.0 70.0 70.0 53-1/8 70.0 70.0 69.0 69.0 26-1/2" 70.0 70.0 70.0 70.0 19-1/8" 70.0 70.0 70.0 70.0 O 38-3/8" 37" 70.0 70.0 70.0 70.0 26-1/2' 70.0 70.0 70.0 70.0 (z,W �_n Z 42" 70.0 70.0 70.0 70.0 S7" 56 70.0 70.0 70.0 70.0 .14J 53-1/8 70.0 70.0 70.0 70.0 42" 70.0 70.0 70.0 70.0 w N 19-1/8-- 70.0 70.0 70.0 70.0 48" 70.0 70.0 70.0 70.0 26-1/2" 70.0 70.0 70.0 70.0 19-1/6" 70.0 70.0 70.0 70.0 37" 50-5/8• 70.0 70.0 70.0 70.0 26-1/2" 70.0 70.0 70.0 70.0 z 42" 70.0 70.0 70.0 70.0 37" 63" 70.0 70.0 70.0 70.0 O O1 53-1/6 70.0 70.0 64.5 64.5 42" 70.0 70.0 70.0 3-0. 0.0 Z 19-1/8" 70.0 70.0 70.0 70.0 19-1/8 70.0 70.0 70.0 70.0 2 26-1/2" 70.0 70.0 70.0 70.0 26-1/2" 74-1/4" 7D.0 70.0 70.0 70.0 d 37" 58• 70.0 70.0 70.0 70.0 Z p w o 42" 70.0 70.0 69.6 69.6 to V 0_ 53-1/8 70.0 70.0 59.3 59.3 WOOD BUCKS NOT BY CU V-A-TECH, MUST SUSTAIN LOADS j =Nei e 19-1/a" 7D.o 70.0 70.0 70.0 IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE = BUILDING STRUCTURE. 2 i M C 26-1/2" 63' 70.0 70.0 70.0 70.0 i o 0 Q N 37" 70.0 70.0 70.0 70.0 = o` ANCHORS: 42' 70.0 70.0 67.0 67.0 of j M J 53-1/8 70.0 70.0 56.6 56.6 1/4" TAPCONS to V T 2 F 19-1/8" 70.0 70.0 70.0 70.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURE o 26-1/2" 74-1/4" 70.0 70.0 70.0 70.0 1/4" TAPCONS WITH 1-1/2" MIN. PENETRATION INTO WOOD w 37" 70.0 70.0 70.0 70.0 " 70.0 70.0 63.1 63.t THRU 1 BY BUCKS INTO CONC. OR MASONRY 42 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 5J-' 70.0 70.0 52.5 52.5 DIRECTLY INTO CONC. OR MASONRY `o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY -o #14 SMS OR SELF DRILLING SCREWS (GRADE 5 CRS) N g INTO METAL STRUCTURES (0.090" MIN. THICKNESS) • (1/4" MAX. SHIM SPACE) yn •• ••• • • • • • •• #14 SMS OR SELF DRILLING SCREWS a o+ _ • NOTE: • • • • • • • • c< •.PLASS•(�1PAJTI�S�N:THCS•:HEtl RE INTO DADE COUNTY APPROVED MULLIONS B/.SED ON ASTM 61300-G4 3 S€4 GUSTS) (NO SHIM SPACE) o MIN. EDGE DISTANCES: 4' MASONRY = 1 1 Engr:JAVAO=AD PRODUCT REVISED4 u - r w / FIA,PF./70592 as cathing odwhh lUe Fluide ry x WOOD = 1° C.04.3538 Dnilding Code 1. • NTi•• 00: • • METAL = 1/2" A=Pte No OQ" y. k • • • • • • • 'inion Date 8 s • FRAME CORNERS, FRAME SILL•INSFALIKTISN SCREWS, • VEIQT CANE A l�NO•FIXE6=AE�fIN RAIL AT END Rami Prodncl al drawing no. ••• SE lD WITH•S H Fj MOREHJ� S 55D4' SEALANT. _ OR EQUIVALENT WO7- O4 1� sheet of 4 ' ••• • • • • ••• • • �Q • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TYPICAL ANCHORS- METAL STRUCTURES < SEE ELEV.FOR SPACING °d a (STEEL OR ALUM. I/8"MIN.THICK) ° 1 BY WOOD BUCK STEEL Fy- 36 KSI MIN. v 3 ALUMINUM 6063-TS MIN. Z m c2 V) TYPICAL ANCHORS DADE COUNTY APPROVED TYPICAL ANCHORS 1 SEE ELEVS. FOR SPACING MULLION SEE ELEV. FOR SPACING z WO e O 1 15 a O lJ \ OpanO$ pl7 1 1 IT.W 3 ISI 0 MIAMI-DADE COUNTY APPROVED --- ---- J J MULLION & MULLION ANCHORS o d I SEE SEP TE MOA aW� 0 II WINDOW WIDTH WINDOW WIDTH ; Z r 11 0 I VOOO BUCKS NOT BY CURV-A-TECH = ' q MUST SUSTAIN IMPOSED LOADS d TYPICAL ANCHORS I WOW 9UCK Z O W O a O SEE ELEV. FOR SPACING V) U O 9 5 1/4'SHIM _E1 M 0 O MAX. 7 V M m �+ Z Ld L m W 1 t 2 VENT WIDTX I TYPICAL ANCH RS G = 1 ! ° SEE ELEV.AND CHART W j 1 17 8 ID 16 FOR SPACING C-4 O w O :) J I I 1 tJ O1= W SCREENS OPTIONAL I ___....._ I - I 12 F 17 � I I I II II EXTERIOR 3 0 N I I it it I I I iii D.L.OPG. I !I I !I I C•n i1 I ••i. • • • • •• WINDOW WIDTH 0 1/2' X 5/8'X 3' 6 j • • • • • • • • 000 m OPEN CELL FOAM PAD 1 I • •• • • • • • EXTERIOR AT EACH VEEP SLOT I I • • • • • • ••• • << 13 2 � • • •. • • • • • 3/16' X 1 3/4' I Y I •• �{ • • • •• _ VEEP SLOTS 3 AT EACH END Y !�1=il E^Q� VAD',AH 3'RODUCT RHVIM) tttt n 4170592 :AYCI.o�de Nh tha FiacW x �" O 'C»1.N.359 I • • • • • 1 ion-pt No Date p ° I ' nQ na \" •• • • • • • • ° u I•• • • • •• • ••• ••• I Will de PradiM Con drowlo t� �! W07-104 \ ° ° TYPICAL ANCHORS � I i 1 8Y OR 2 BY AT !V X012. SEE ELEV. FOR SPACING WOOD BUCK sheet of 4 • • • • • • • • • • 2.050 ITEM / PART / REQD. DESCRIPTION REMARKS �v a '113202 1 FRAME HEAD 6063-T5(ALUM) 1j 1 25 •062 2 _ 13203 1 FRAME SILL 6063-TB(ALUM) �-- 3 13204 2 FRAME JAMB 8063-T6(ALUM) 0 ; -- 4 13205 1 MEETING RAIL 8063-T6(ALUM) O 0 a FRAME HEAD 5 13405 1 SASH TOP RAIL 6063-T6(ALUM) E.V _ 1 6 13404 1 SASH BOTTOM RAIL 6063-T6(ALUM) C,O o to 6063-T5 a o v 7 - 2/WINDOW GLASS - K 8 13208 2 SASH SIDE RAIL 6063-T5(ALUM) a 0. 41 9 9 - 14 ASSEMBLY SCREWS / 8 X 1"P.H.PHILJPS CRS O n 062 1.594 10 C-3085 4/VENT FACE GUIDES 2/SIDE NYLON V W n o 1.094 Za2 7� 11 ZAMAK 2/VENT SASH LATCH AT 8-1/4"FROM ENDS Q J Q M a01 12 3017-G AS REQD. FW SEAL PILE = O(L m 1.046 O 13 C-3011 AS RE00. WEATHER STRIP BULB VINYL N 14 - AS REQD. SILICONE BACK BEDDING ON 10 SEALANT OR EQUAL LL w 4_ MEETING RA11RA11 15 - AS REQD. GLAZING BEAD ROLL FORMED ALUM. I raj O 6063-T6 ,6 - 2 BLOCK &TACKLE BALANCE - b 17 - AS REQD. SHEAR CUP 6063-TB(ALUM) 984 z a 1.062 .062 O m 500 Z r 0 2 ^ W fA 1.312 , 0: SASH TOP RAIL L, O / 9 = 0 10 Z 6063-T6 yj p J m 1.824 0 � I N la 5t � aiQ=QN .2u IT 0 L J 1.61 q.2 .06212 3 SASH BOTTOM RAIL / O 6063-T6 r943 ' I ��.240 `2 o� 062 � FRAME CORNER DETAIL g 050 2.173 SHEAR CLIP F— n VENT CORNER DETAIL 6063-T6 •• ••• • • • • • •• o p .750 • • • • • • • • • � L_ r1.1261 •• •t ••t t t i•i •• c� �---2.062 • • • • • • • • • O T.0(2 r. AH v : MAO'•- PRODUCT REWISBD 6063—T5 .0-622.000 FIA. 76592 q s x CML . as complying WO the Flmlde « ,qE, 70592. — J�F1 HVilding Code —^j 1.062 •. •o* ••• ••• • • �Qf�0.MNI'b638 I • • • • • • • • • itetim Date .06 6,z I •• • • • • • •• • • r; a b Fes--2.062 ••• •• ••• ••• ••• ••• i•,SMni odePsnduct CON ad SASH SIDE RAIL FRAME JAMB O 6063-T5 O 6063-T5 AYE.4,1441,12"1 . ••• • • 0 ••• 0 • M AM MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.iniaini(ladg.gov/pera Cury-A-Tech Corporation 930 West 23'd Street 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 and accepted by Miami-Dade County PERA- Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"940"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W07-59,titled "Series-940 Alum.Horizontal Rolling Wdw. (L.M.I.)",sheets 1 through 4 of 4,dated 08/06/07,with revision A dated 02/27/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Prod{let•Ceptrol Revision stamp with the Notice of Acceptance number and expiration date by thdMiatui-Dade c6ftnty • Product Control Section. •• 0 0000 • 000000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •00.00 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name d?Logo,dit'Si,state, ' . 00. model/series, and following statement: "Miami-Dade County Product Control Agg0ro00*0 d", unt ass otherwi. :*00*••• noted herein. .. .. . • .. 0000.. RENEWAL of this NOA shall be considered after a renewal application has begat fuel and there has been • no change in the applicable building code negatively affecting the performance oTthis product...% *000:0 TERMINATION of this NOA will occur after the expiration date or if there has ppt;:t revisjp%9t chanie••• in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as ar►andol'kement 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#07-0813.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. CMLAMI •ae►�e CO rNOA No. 12-0416.11 Expiration Date: September 27,2017 Approval Date: July 19,2012 ?/41Pagel Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07-59, Sheets 1 through 4 of 4,titled"Series-940 Alum. Horizontal Rolling Wdw. (L.M.I.)",4ated 08/06/07,with revision A dated 02/27/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5262,dated 07/14/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA# 07-0813.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004, prepared by Al-Farooq Corporation, dated 08/01/07, signed and sealed byHumayoun Farooq,P.E. ...... (Submitted under previous NOA# 07-0813.08) • 2. Glazing complies with ASTM El 300-04 •••••• •• •••••• D. QUALITY ASSURANCE • .... . .. ..... 1. Miami-Dade Department of Permitting, Environment, and Regy4atpry Affairs•(PERA}..' .. .. . .. ...... E. MATERIAL CERTIFICATIONS •• •• 1. Notice of Acceptance No. 114325.05 issued to Solutia,Inc,for f heir"$af"and .••••. Vanceva clear and color interlayers" dated 05/05/11,expiring oto 05/2Ul6• . :•••' 2. Notice of Acceptance No..08-0709.04 issued to Glasslam N.G.I.,Inc. for their "Safety-Plus II Laminated Glass"dated 09/11/08, expiring on 08/07/13. 3. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. Manuel-P .E. Product Control xa ner NOA No. 1 r-016.11 Expiration Date: September 27,2017 Approval Date: July 19,2012 E-1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest,dated March 06,2012, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5262, issued by Fenestration Testing Laboratory, Inc., dated 07/17/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA#07-0813.08) G. OTHER 1. Notice of Acceptance No. 07-0813.08, issued to Cury-A-Tech Corporation for their Series 940 Aluminum Horizontal Sliding Window—L.M.I.,approved on 09/27/07 and expiring on 09/27/12. 0000 • . . 0000 0000.. .. 0000 0000.. 0000.. •••• .. 0000 • •• ••••r 0000•• •• • 0000• • 0000•• • • • • • • 0000•• 0000•• • • • •0000• e• • Manu ez,P.E. Product ConkQLVxaminer NOA No. 12-0416.11 Expiration Date: September 27,2017 Approval Date: July 19,2012 E-2 DESIGN LOAD CAPACITY- PSF(XO OR OX SIZES) �u 6"MAX. TYP. 13" MAX. WITHOUT WITH HEAD/SILL HEAD/SILL FALSE MUNTINS WINDOW DIMS. SHEAR CLIP SHEAR CUP Q CORNERS A SURFACE APPLIED WIDTH HEIGHT EXT.(+) IM.(-) EXT.(+) M.(-) Z OPTIONAL 26-1/2' 70.0 70.0 70.0 70.0 Q 37" 70.0 70.0 70.0 70.0 f"w a a 53-1/8' 26" 70.0 70.0 70A 70.0 0 ,� p u u 74" 70.0 70.0 70,0 70.0 0 26-1/2" 70.0 70.0 70.0 70.0 IL YY it It _ 37" 70.0 70.0 70.0 70.0 O LL ft 38-3/8" S2 ii 11 53-1/8" 70.0 70.0 70.0 70.0 a � )O ✓'�.,t� D A, E 74" 1 1 70.0 70.0 70.0 70.0 a O w "� o r7ry ,IV 26-1/2" 70.0 70.0 70.0 70.0 Q a 37" 70.0 70.0 70.0 70.0 CQ){,'Z�;•0� -- "---- 50-5/6" 70.0 70.0 70.0 70.053-1/8" 68.7 68.7 70A 70.0 74" 58.7 58.7 70.0 70.0 28-1/2" oLL _ Q B it a 37" 65.5 55.5 70.0 70.0 " 53-1/8` 63` 49.7 49.7 70.0 70.0 0 74" 1 40.4 40.4 70D 70.0 v m m - 24" 70.0 70.0 70.0 70.0 Z 34 1/16" 33 15/16" m 36" 70.0 70.0 70.0 70.0 O D.L. OPG. O.L. OPG. 1° 48" 24" 70.0 70.0 70.0 70.0 z a 37 1/8" ( 60" 70.0 70.0 70.0 70.0 0 O VENT WIDTH 72" 70.0 70.0 70.0 70.0 OL 24" 70.0 70.0 70.0 70.0 0 74" 36" 70.0 70.0 70.0 70.0 p C)w O_ WINDOW WIDTH 0• 36" 70.0 70.0 70.0 70.0 60" 70.0 70.0 70.0 70.0 2 V M w TYPICAL ELEVATION n 72- 70.0 70.0 70.0 70.0 TESTED UNrt24" 70.0 70.0 70.0 70.0 c Q a 36" 70.0 70.0 70.0 70.03J ,4t 48' 48" 70.0 70.0 70.0 70.0 L2 ]M Q J 1/8" H.S.GLASS 60" 70.0 70.0 70.0 70.0 � U rn x 19 72" 65.4 65.4 1 70.0 70.0 O 24" 70.0 70.0 70.0 70.0 .090"INTERLAYER 36• 70.0 70.0 70.0 70.0 SERIES-940 SAFETY PLU l BYLGLASSLAM' OR OPTIONAL 48" 60" 57,2 57.2 70.0 70.0 ALUMINUM HORIZONTAL SLIDING WINDOW NON STRUCTURAL SENTRYCLAS Sell 'OUPONT' 60" 49.2 49.2 70.0 70.0 2 GLAZING CHANNEL 72" 4a.J 44.3 70.0 70.0 0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE SILICONE APPLIED 0 COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER 1/8"H.S.CLASS - NOTE: u R WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING OPTIONAL GLASS CAPACITIES ON THIS SHEET ARE MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. ROLL FORMED BASED ON ASTM E1300-04 (3 SEC. GUSTS) LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL GLAZING BEAD i AND FLORIDA BUILDING COMMISSION WILL APPLY TO ENTIRE SYSTEM. s DECLARATORY STATEMENT DCA05-DEC-219 o n s• ••• • • • • •• oory THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• 1 • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • •• • • • I •• • `� °c< HURRICANE ZONE (HVHZ). • • • • s ii .11 O WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Engr:JAVAO AHMAD PRODUCT REVISED ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML I.-mplyfltgwith amFlaride EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STU O. FLA.PE.p,70592 Building Code g ••• ••• • C.A.N.3538 Accapneo[No ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE: • •• • • F.xpinlion Dow 77 NOT PART OF THIS APPROVAL. •• • • • • • • • D� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• • • • • GLA7!wNC1 TAIL ByMiaatl drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ••• • •• • W07-5o. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. SHUTTERS ARE NOT REQUIRED. AR O 9 2O1Z sheet 1 of 4 • • • • • • • • • • ••• • • 0 ••• 0 • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS U SEE ELEV. FOR SPACING SEE ELEVS.FOR SPACING rn METAL. SEE EIEV.FOR SPACING W N 'I 18Y STRUCTURE _- O ° - ItMIAMi-DADE COUNTY APPROVED II m • ; IMULLION&MULLION ANCHORS t a Z r. n • ° + ut IISEE SEPARATE NOA \ SHEAR CLIP 2"LONG O H I _ 2 AT FRAME HEAD I I I n O d N p I ANCHORS ONLY L--__ I I O u 'J 0 t 10 TYPICAL ANCHORS e N SEE ELEV. FOR SPAC0 ING i 0 CI it II II II O SWC 0 I I 16 r HEAD ANCHORS WITH SHEAR CLIPS ;0 N 14 is TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q w " i SEE SHEET 1 FOR CAPACITY 4,=1A_ _ 1/4" DIA. ULTRACON BY 'FLCO' (Fu-177 KSI, Fy-155 KSJ) J it Z 81 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w f i 1-3/8" MIN. PENETRATION INTO WOOD 0 THRU 1BY BUCKS INTO CONC. OR MASONRY J 1'. 1-1/4" MIN. EMBED INTO CONC. OR MASONRYDIRECTLY INTO CONC. OR MASONRY1-1/4" MIN. EMBED INTO CONC. OR MASONRYO4 y x.14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Wu INTO METAL STRUCTURES U w I:- � = STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) uj�4 _ r o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) s U y M g (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) z 6 i #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Q w o INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 13 n r (NO SHIM SPACE) g ,�1 .� IN U rn x k' TYPICAL EDGE DISTANCE O i INTO CONCRETE AND MASONRY = 1-3/4" MIN. (EXCEPT AT PRECAST SILL) j F INTO WOOD STRUCTURE = 1" MIN. 4 ii 6 INTO METAL STRUCTURE = 1/2" MIN. 16 6 20 TYPICAL LEY. FORSPACINGSEALANTS: S 6 j 14 ALL FRAME CORNERS, FIXED MEETING RAIL AT EACH END, INSTALLATION 12 SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. 2 WEEPHOLES: FOAM PAD 21 I Wt ' W1 - 3/8" NOTCH IN LEG AT EACH END W2 - 3/16" X 2" NOTCH 4 PER SILL OW3 5 3 ••• •• • • ••• W3 - 3/16" X 2" NOTCH 3 AT XO & OX SIZES 0 o n 13 wa y • • • • • • OPEN CELL FOAM PAD (1/2"X 3/4"X 3-1/4") AT EACH W3 0 • •• • 17 • • + • i ••• W4 - 1/2- X 1/8" NOTCH AT SILL TRACK 0 AT 1-1/4" FROM EACH END (XO OR OX SIZES) n: .S r ° a ° 28Y E"9r''MV AHMAD PRODUCT REVISED E CIVIL 1 with do Fto" C .° ' WOOD BUCK F CAN. 353E 92 building Code S - 1• ° a ^ • • • . • 'v • ° •..• • Acceplenoe do 121- li �` 1-1/16`•MIN, °TYPICAL ANCHORS • tt a a •• •' • • • •• EK'region bete /y EDGE ISL SEE ELEV. FOR SPACING • i • •` • • •• • • O Milan t1lkProAacC drawing no. • •• •- • • • Dy • • • t • MOOD BUNS AND METAL STRUCTURES NOT BY CURV-A-TECH PRECAST SILL MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM W07-59 FOR CAPACITY USE COLUMN WITHOUT SHEAR CLIP ONLY AND TRANSFER THEM TO THE BUILDING STRUCTURE. sheet tot 4 • • • • • • • • • • ••• • • • ••• • • ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 4%U 1 10248 1 FRAME HEAD 6063-T6 - 11 2 10845 1 FRAME SILL 6063-TB - 3 10847 2 FRAME JAMBS 6063-T6 - Z 4 11822 1/VENT H.D. FIXED MEETING RAIL 6063-TS - 0m 5 10846 1 SILL TRACK 6063-T5 - w J- 6 6 10250 1 2/VENT VENT TOP/BOTTOM RAIL 6063-T6 - O 10.1 7 - 1/VENT 5/16"BOX SCREEN MIAL9-DADE COUNTY ___- TYPICAL ANCHORS IL Gj Ir 'I APPR,D CLIPPED MULLION SEE ELM FOR SPACING 8 10257 2/VENT VENT SIDE RAIL 6063-T6 - p I 1 0 SEE SEPARATE NOA jl Ij 9 11823 1/VENT H.O.VENT INTERLOCK RAIL 6063-T6 - Q�j < 10 C-3053 4/VENT WHEEL HOUSING&GUIDE NYLON - 0 p 'I 11 C-3056 2/VENT ROLLER PIN ST. STEEL - Q 0>I•i 12 C-3085 4/VENT VENT FACE GUIDE NYLON - 0 Q O II II 13 - 2/WINDOW WEEPHOLE HOUSING& FLAP NYLON OR CELCON - p 14 - AS REDD. ROLL FORMED GLAZING BEAD ALUMINUM - Q W 3 LL 15 995 AS REDD. GLAZING COMPOUND SILICONE DOW CORNING I I 16 7915-187 AS REDD. FINSEAL WEATHER STRIP Q w f 17 SB X 1" AS REDD. ASSEMBLY SCREWS - PHP SMS 0 ------------ 18 - 2/VENT SWEEP LATCH ZAMAK AT 7-1/4'FROM EACH ENO m 18A 10255 2/VENT ALUMINUM VENT LATCH 6063-T6 - 19 C-3081 4 LATCH SPRING CLIP ST. STEEL - Z ggI� WINDOW WIDTH WINDOW WIDTH 20 C-3057 3/VENT BRASS ROLLER F i7S 21 /8 X 3" 1/VENT FM.RAIL BOTTOM 22 - AS REDD. SHEAR CLIP 8063-Tfi 2"LONG 0 Uwo r-)v) 2 V TYPICAL VENT WIDTH SEE ELEV.FOR SPACING Q N LI- g I " i/4'MAX. OPTIONAL TO SHIM SWEEP LATCH © O O t/4'MAX. & M 19 SHIM rn U = D.L.OPG. 9 METAL TYPICAL ANCHORS 1/4'SHIMVR OSTRUCTURE 3 e �- FORSEE SPACINGcO17 14u--- . • •• m-----SCREEN OPTIONAL -�-�--� �� --—��_-� � � 7 18Y r .WOOD BUCKS • •• ••• • • •• p _ oW mn J • • • • • • • • O.L. OPG. •EXTT•R1:34 • • • • • o WINDOW M OTH Engr:JAVAD AHMAD PRODUCTRSVISBD $ r CIVIL. ns complying with the FlwWo 3 p FIA.PE 70592 Building Code 3 TYPICAL ANCHORS • •• OPP- 0 ••• • • C.A:N.7536 Aa4ptmm No/2- 1 o k SEE ELEV. • • • • • • • • • Ex' ion DMe FOR SPACING • • • • • • • • •• • • • • • •• • • ptodneL d rowing ••• •• M R 092012 W07-59 sheet Sot 4 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Fes--2.000 U .062 .062 1.624 17 o .812 2.500 -�1.126 1 __i O� ,.062 L VENT SIDE RAIL O10257 /• 6083-T6 FRAME HEAD (D10248 n 4 6063-T5 1.500 V O � {�y 0.2 .750 Q IL Q QO roo _ 01.062 �— 1.872 Q ~J �I 1.062 a W f 1- 0 VENT TOP/BOTTOM RAIL H.D. VENT INTERLOCK RAH ' m O 10250 11823 - W 6063-TB O 6063-T6 Z a 92, FRAME TOP KORNER 0 1 594 � T�4 17 0. 1.149 O 1.671 U w O 1.499 V SILL TRACK / ON O10846 s v I 5 6063-75 Q N 2.167 H.D. FlX D M IN R I O11822 /' ,+J1 6063-T6 //�fi M E J L�L—1 943 fTF131 E I---r.240 3.312 2.312 O� SHEAR CLIP 22 6063-T6 VENT CORNER o U FRAME Sil I g O10845 6063-T5 1.548 *0• • • • • • • • • FRAME BOTTQJ CORNER e o g • • • • • • • • • I 0 •• ••• •• • • • •• .062 2.t BS ENr:,MVD AHMAD PRODUCT REVISED '$ CIVIL. FLA.PE y 70592 w—irdyirr•with Iho Florida $ • ••• ••• ••• • • CAN.3558 I • • • • • • • • • - Buil Code Amp mNO Ex raae '0 7••• •• ••• • • W S n �I .812 • •• 000 • • • • • BY drowio ••• • • •. . ��MO Zade Prodau 9 FRAME JAMB W07-59 O 10847olz 6063-TS sheat 4 of 4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • •. • • . t••�• Ln �jf • • • 149iMAX OI�RAhL FRIOE W10%, � GO 21"' MAX • • • • • • U O SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT • ' 36.y5�MU. ••• • -' cp D.L.O.- ...__PANEL WIDTH _ 37.5" MAX. ¢ (] 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES WIASTRAGAL I FRAME WIDTH � - u � GENERAL NOTES • • • •�• CL 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO � • a♦I '11• � Z C'U_ THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM • • • • • • •• •• W L17= DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, Lc)U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Z 0) N 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON O (~j) OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. W i7 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 g a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: v,o TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 21929 740 'F > 650 RATE OF BURNING ASTM 2635 0.77 IN/MIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH' ASTM D538 7.507. DIFF ` COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 v o DOUBLE DOOR UNIT W/SIDELITES a a V NNvI pdd310 m b NAMI vi�c:vi Cwfiicm No.: N 100 Rea awed BY cr . o WeReviexc�a�'y/.= F Z U Li ctW �L"U W 3oa- 1311 v v ® ® ® ® 1313 130 ® ® 1313 1313 ® ® I U j V1 I rl mlJ NUO� In Li eu Li. H n 0 0 rl O b Oo O w 1f� O N N- Lj SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT IN E DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT WISIDELITES WITH SIDELI7E WITH SIDELITE WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE Onn1i=: 7�11�05 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING I OUTSWING INSWING OUTSWINC ./.. ,/ SCALE: N.T.S. SHEET # DESCRIPTION X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 4T s- XX 74 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 BwG.Br: SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 2 ANCHORING LOCATIONS & DETAILS CHK.BY: 3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 KURT BALTHAZOR DRAWING NO.: OXXO 149 +55.0 -55.0 1+55.0 -55.0 +19.0 -19.0 +55.0 -55.0 FLORIDA P.E. DWG-MA-FL0128-05 //56533 SHEET 1 OF 3 . . . . . . . . . . . . ... . . . . ... .. ... CIL: Ln . • .. it w 6" SEE DETAIL —6" • • • • • • • • • C- O { 3"—� — —3" 3' — I-3I { I Z J O •• Z O 6..—I �—6" 6.. ( I I •• .I • • • •— —I`6" �— ' cc O O �• •I • ••o • • Q — — I•• r s • • • — — "_ U u� n o o a r1 ZLc)U a a¢SEE DETAIL I Oc') < C Q SEE DETAIL �_ a a SEE DETAIL .0. w g w .I — — .1C. B o 2 — 6 3 6.. " 111 wo _ 6" 6' Pe � 0 3.. .f i 3' - — 3' 3' 3" 3.. �T3-,. 6" — 6.. aa SEE DETAIL N N N m "F" N N V (( n m S Z O Z Q W U J if ( W uj �H-U Q Q ASTRAGAL RETAINER BOLT HOLE a N Z #10 x 2" 8 x 2_1 2' MUST BE DRILLED THROUGH V) o #8 x 2-1/2 # / THE THRESHOLD & INTO THE w N o 0 E #10 x 5/8" STRUCTURE DEEP ENOUGH o <= ® R 375" THROW HOW #8 x 2-1/2"' #10 x 1" FOR A mow #10 x 5/8.. W ❑ #10 x 3/4" DETAIL "F" ASTRAGAL °'"I`r'N o #10 x 2" DETAIL "E" ASTRAGAL O1� IC(1/8•TEMP.GLASS) FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/OPTIONAL DECORATIVE INSERT STRIKE PLATE TO FRAME ALUM,STEEL OR BUTYL SPACER DETAIL "D" DETAIL "C" 1/z.BRE hlulmll AS SHOWN. TYPICAL �j6 X 1-I/2 PHS Addendum b NAW DATE: 7/11/05 „•`1 SCALE: N.T.S. 0.962"1 CatficitibnNo.: n a _ ••,�;. :;�y Dwc.Bv: SINS 1.375" � Reviewed By. DOW 995 .-.r- DateReVWWK .7 �4 -CHK.BY, T Tom,. .:��.,... DRAWING NO.: INSWING THRESHOLD OUTSWING THRESHOLD EXTERIO CAL GLAZING CEINT RIO OWG-MA-FLO128-05 TYPISHEET 2 OF 3 .. .. . . . .. .. . w . . ... . . . . ... • .. . . . ... a 1n SEE DETAIL S .. . • f •• • _ 6,. • • •• • • r • • •• 0 Ca f "E" SHT. 2 3" f s • • �^ • • 3• 3" g'•- 3' • • a • • • 3" Q O (- 6' •• w • • • ••• •• OO • • f • • • • • ^ N • ••• • • • •• • LlJ -^ - • • • • • • • • o Z Q U V 000 00 a- SEE DETAIL D" SHT. 2 f - - 0) j a 4 Lu SEE DETAIL "C" SHT. 2 - - - o w B 0 A A a G N G H 6 6„ - - - • � z s N �Ad $ o SEE DETAIL 3� I� �I c, o •c 6., 6„ "F" SHT. 2 6•, __ a a o ATTACHMENT DETAIL vo)NNm 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, o SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) o a w FASTENER RATING FROM THE DIFFERENT FASTENERS w w J BEING CONSIDERED FOR USE. JAMB, HEAD, AND goaIt Ln THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE uD_1n0 z #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL J m C w o HARDWARE SCHEDULE c�Li - SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ;-au,0 > z w LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND oma= 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. o oo0 o FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO � o w BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES rn 'tea CORRUGATED FASTENERS LOCATED 3" FROM EACH END -- rn 7 N AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM lq-SHIM 12" O.C. 1.50" 1.25„ w0clmo 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN25" MIN > t MAX z MAX ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM DATE: 7/11/05 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE _� _� Ad0AntoFUAA SCALE: N.T.S. MINIMUM EMBEDMENT OF 1-1/4". CLGL Catf a lDn ND.:_ALL o.L r r a;Jz 4 owG. er: SWS 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO p TRANSFER LOADS TO STRUCTURE. - ',L=J DRAWING NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FLO128-05 ANCHOR INSTALLATION ANCHOR INSTALLATION SHEET ,3 OF 3