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160 NE 102 St (9)DUIIUuuI J vcNau uncI.a vs/ ....n 41...V Please do inspection 8 -8:30 am. Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 081i)2006 Inspector: Grande, Claudio Owner: SPONDER, SUZANNE Job Address: 160 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Friday, August 25, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -25538 Permit Number: WS -5 -06 -1185 MG 2 9 RECD Contractor: UNITED CONSTRUCTION ENGINEERING INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)539 -3099 Parcel Number 1132060131860 Lot: Phone: (954)588 -9723 Page 1 of 2 FINAL WINDOWS 2ND TIME OUT FOR INSPECTION AND NO ONE IS HOME TO PROVIDE ACCESS TO INSPECTOR. PERMIT IS REQUIRED TO BE ON JOBSITE FOR FINAL INSPECTION. 8/23/06 CG. Passed Inspector Comments Failed Correction Needed Re- Inspecti V Fee ($75) ME No Additional Inspections can be scheduled re- inspection fee is paid. �O fa '. 2 until Inspection Date: 08/23/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> SPONDER, SUZANNE 160 102 Street NE Miami Shores Village, FL 33138- Building Department Comments Wednesday, August 23, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 'Inspection Number: INSP -25332 Permit Number: WS -5 -06 -1185 Contractor: UNITED CONSTRUCTION ENGINEERING INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Nurnber (305)539 -3099 Parcel Number 1132060131860 Lot: Phone: (954)588 -9723 Page 1 of 2 No access to do inspection, nobody home. No permit available.8 /21/06 CG. Passed Inspector Comments by L Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -16664 Permit Number: WS -5 -06 -1185 Inspection Date: 08/21/2006 Inspector: Grande, Claudio Owner: SPONDER, SUZANNE Job Address: 160 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Monday, August 21, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 622 Contractor: UNITED CONSTRUCTION ENGINEERING INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)539 -3099 Parcel Number 1132060131860 Lot: Phone: (954)588 -9723 Page 1 of 2 �2 )0: pi- AmMiami Shores Village vi\o„ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 RECEIVED M Y 0 2r06 Permit Type (circle): uildi Electrica mbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) uZA,Q, JQa,n 444_, Phone # ( p5) 3q — 3 0 99 Owner's Address 1 60 T(i_ , 1 oZ Md °J crp,,j' City OA t U t& kipee State f 1 Tenant/Lessee Name Job Address (where the work is being done) 16 te€_, t ©2 " d " , ce_p1'' City Miami Shores Village County Miami -Dade Zip 131 3'$ FOLIO / PARCEL # Is Building Historically Designated YES NO Architect/Engineer's Name (if applicable) Permit No. Y V$ 7 -. 1 1 Ey aster Permit No. zip 3'S 13 Phone # 'S,/' . Contractor's Company Name OA i j . C_Cyl w,Q c ' I t o M 1/4 L„ ' � o% # (7% ,Zeckq Contractor's Address Address 3 2 r{ 0 'MG./ 8 7 O' �I T C'r Q City 1 \ ll n,' State f- Zip 331 y. 1 Qualifier Name 'N. ad Qe_Ce, % f Phone # 1186) 4 1 1-755o State Certificate or Registration No. C GC_ no 9 ? 9 1 Certificate of Competency No. IT. Y\ Phone # T. VI Value of Work For this Permit $ $ O(`) O0 Square / Linear Footage Of Work: See Reverse side —> 7J Y Type of Work: ['Addition ['Alteration ❑Newepair/Replace ❑ Demolition Describe Work: lace_ W t'h flows v" Vac r 11A C l o ► „�g &N.._ CA: 1Jtyve Avc Cv) ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 300 / .00 CCF $ 4 J . CO /CC Notary $ Training/Education Fee $ ( - . Technology Fee $ 7 . •. Scanning s cp .. L • Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 322. - cl 0, Bonding Company's Name (if applicable) Bonding Company's Address te • City State Zip Mortgage Lender's Name (if applicable) 1r • A 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. n the absence of such posted notice, the inspection will not be approved and a reinspe e will be charged. -'8144.1111411 14 • AP mis . * * * * ** ication and has produced G OZO LLORIN MY MMISSION #DD295498 'ES: MAR 01, 2008 ough1st State Insurance Signature Owner or The foregoing instrument was acknowledged befo day of 5 , 20.0 (, by who is personally known to me or - NOTARY Sign: Print: My APPLICATION APPROVED BY: (Revised 02 /08/06) xpires: As ide ent ignature ractor e this''] The foi!ego g instrument was acknowledged before day of c. , 200‘, by who is personally known to me or who • : s produced did take an oath. (, • L as identificat' : and who did t an oath. NOTAR PUBLI Sign: Print: My GENEROZO MY COMMIS Expires: Plans Examiner Engineer Zoning Issue Date: 5/11/2006 Owner's Name: SUZANNE SPONDER Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 160 102 Street NE Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 11/04/2006 Contractor(s) Phone UNITED CONSTRUCTION ENGINEE (954)588 -9723 Yes Primary Contractor Comments: REMOVE AND REPLACE 20 WINDOWS IMPACT INCLUDING (1) SLIDING DOOR AND ARCHES Type of Work: IMPACT WINDOWS, DOOR: No of Openings: 20 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $1.60 $300.00 $9.00 $7.50 $322.90 Building Department File Copy Applicant Signature Invoice Number WS - 5 - 06 - 24783 Total: Parcel #: Block: Section: cS4-4 - ;NAY 1 2 PAID Permit Status: APPROVED Permit Number: WS -5 -06 -1185 Phone: (305)539 -3099 1132060131860 Lot: PB: Total Square Feet: Total Valuation: Required Inspections 0 $ 8,000.00 Window Door Attachment Shutter Attachment Final Shutters Final Amt Due $322.90 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. W S 0 6 t,'8 5 TAX FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 2. DesFription of improvement: Sl �4A 1 A,g 3 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 6. Lender's name and address: f .1Aa■tt Q 11/ 1 A-CPk ..... K10V1kC 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 1111111111111111111111 11111 11111 111! 111 CFN 200680517881 OR Bk 245 �0 Ps 2171; (fps RECORDED 05/12/2006 15 :33:02 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST" PAGE 1. Legal description of property and street/address: t6o- 1�,'`o P" 3 - 1) e 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 expiratio different date is specified) 5 1 1 t 1 D >� Signature of Owner Print Owner's Name Sworn to and subscribed before Notary Public Print Notary's Nam My commissioo ;/ 123.01 -52 PAGE 4 ATE OF FLORIDA, COUNTY OF DADE 4 f1FRES y CERT FY that this is a tr e o original rite. this •Ih PY of the ce on jj ay 1 , AD 20 C/ my 4• and Official Seal. . WITNES HARVEY ey . C. my Courts D.C. is 1 year the date of recording unless a Prepared by 5e., .r Address: It tip 1,14/ P1 it ' 1�,r.� • , C , 3114 f Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: /W ,)e /042 rAlermit No. Q6- / /ES& Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No W ivt An W J ( +) PSF ( -) SF ( +) PSF ( -) PSF t rItla.,ltiIG t 03- -lt\ .0`% `t 2.0 /E." 7'I 7 $1.` Mo vb y0 4 rno%t o 1 -- 19►y_cA 73.6 73.0 2.- 51. V418 Ira �� °"° 6 w ►hew nil - �1�0 - ©� �s5w � ss� � -3y �y 6 any � L ptcr..r wr,c�nw 03 — 1Cj c 0 Y el. i6� 1 �r,Y Pt) , ►� �� Yoe, 14 �+t t'vt chow sy ... 0121, -01 _..s c, 4 ss� / - 4 r - " lYt , x.50 1 t v e S its •... • • • • • • • • - - -- _• • - • • • -• •• • •••• •.•. ' •••• • ••• . • 1 •• • • • . •• •• •• • • • 1 _ • ..• • • • • • •• • • • • • • • : ...•� . ..& � • )1 • N • • .:..• • O) i LL • •.•• • M I A M !GAGE • BUILDING CODE COMPLIANCE OFFICE (13CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W. 12 Ave. Pompano Beach, FL 33069 The subtrotted documentation was reviewed by Ishaq 1. Chanda, P.E. • WS-t%o--1as • • 011 • • • ... 11 .. • • • 00 00 • imA'Mt- DgDEgcluti 'r px:R IM MkTRo:l)At 3 4L,icLER 11JM L [NG 140 WEST FLAGLER STREET, SUITE 1603 • • • .M1AMI,FLOl IDA 33130-13 1 30 : ) i15 -2201 : FA2C.(305t n5/208 • • • • • • • ... • • • • .. ... ' .. • • • • .. • • • • • 000 . . NOA No 04-0120.01 Expiration Date: May 13, 2009 Approval Date: May 13, 2004 Page 1 • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted lias been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (.BORA) to be used in Miaini 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 (bt 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. 1f this product or material fails to perform in the accepted manner, the manufacturer will incur the expeitse of stick testing and the A14.1 may inunediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. . DESCRIPTION: Series "805 "`Aluminum Horizontal Rolling Window w/ wo Reinforcements}L.M.1. ; APPROVAL DOCUMENT: Drawing No.S805 -L M, titled "Series 805 Aluminum Horizontal Rolling Window ", streets 1 through 6 of 6, dated 12/05/03 and last revised on 04 -21 -2004, prepared by manufacturer, signed sealed by Kclvyn Whitfield, P.L., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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. 1 ERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall. be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval docutnent mentioned above. 1 ., o jr RE ULARNATED ANN. LrvEK0l .?CRT No.: FTL -3995 „t ... T19, .r 6 Vr .tt. J M. u :+■9 • 7 i4 — GENERAL NOTES :OA PS s SIP, a � M, Al NW/Sll CZ1 s ler ws. J TM. AT 4WD ax» SERIES 805 HORIZONTAL ROLLING WINDOW (LARGE MISSILE IMPACT) (UNITS VIEWED FROM EXTERIOR) SCALE L/2 - t DEStCN PRESSURE (STEEL RLIK'FORCEUENT) WITH 3 5/8 SM. RISER POST VE I NECATNE 90A PSF 7 /16' OVEAU. LALfNATED H.S. UVEKCI OR SENTRY GLASS PIUS TEST REPORT No.: FT, -3946 • MAT= ARE BASED ON TEST REPORTS NUMBERS FT1 -3946 AND FTI.- ,3995. AS USTED ACCORDINGLY FOR EACH (NIT (SE` ELEVATIONS ABOVE) ROME ANCHOR WFCRMAMON FOR w000 FRAME. STRUCTURAL CONCRETE /CONCRETE BLOCKS do UETAL SfRUCTU CONTRUCT101'S (SEE SHEET 4 OF 6) I6 OVERALL LAMINATED HEAT STRENGTHENED OR ANNEALED UV£KO. -Lt0. RESIN OR SENTRY GLASS PLUS (SEE CCRRZPONDItG DES1G N PRESSURE TABLES ) CLAIMS OETA¢5) NOD ExTERUOR. GLAZED WITH 0.45$ PENETRATION. USING DOW CORNING 995 SUCONE AND AUra+UU CLAZtNG E.AD (SEE CIAZINC, DETAttS) . NARROW JOINT CF SEALANT t5 APPUED ON ALL PANEL AND FRAME CORNERS AND INSTALLATION SCREW HEADS. DNS: OX/X0 (255.0 PSF) OR CX /XO, XOX (190.0 PSF) SURE RATING: SEE CORRESPONDING CHARTS BELOW BELOW EACH ELEVATION. - SINGLE ROW OF FASTENERS SHAH BE AS USTED AND SPACED AS SHOWN ,ME CORRESPONDING ELEVATIONS) TO WOOD BUCKS AND SUBSTRATES: TO BE ENGINEERED BY ARC•RECT OR ENGINEER or RECORD, MUST BE ANCHORED PROPERLY TO TRAxSttR LOADS TO THE STRUCTURE. EDUIREMENT: HO SHUTTERS ARE MOORED.. J 1 Mr.A01031. M, r _ .0 In' MED UM S80 —LM Awned o 4_t .361St Flonla Enirlc-fsat NO4* ^V / ?.!•Ill WoadLtai hc8o6 CblO Qy tcb,..s 11.1,4.4. • • • • • •• • •••• • • •.•• • • •• • • •••• • ••4 • • • • 1 • •••• IX 6 •/ • • • • • • 'TMCAL SECTION 2 JAMB 2 (LOCK SIDE) - CROSS SECTIONS ( ±55.0 PSF) GLAZING DETAIL SCALE: FULL SIZE T2 MEETING RAIL (ALUM. REINFORCEMENT) 0.120' UVEKDL $ UOUm -rte MKS LAYER BY SURFACE SPECIALTIES. C. 3/16' m EALED 2 LO JAMB (FIXED SIDE) appwd s mspgtq.#11 CU nevids Meq ?00 KOA }fYrl Omd Lso (- �7t31C'J • • • • • • •• • • • • • •• •• • • • 011 ih 0 o A. z 3 a •J co 11 •••• • • •••• t•••• t ••• • • ••• 4 •••• • •• • • • �_ . • • •UJ - L • • 12TICAL'SECTION O JAMB (LOCK SIDE) CROSS SECTIONS ( ±90.0 PSF) MEETING RAIL 3 (STEEL REINFORCEMENT) A�ynwai »:+yiY�4 �W the IkhdiagGehe F 'w ' p S TAP 'I` SOAP A 7 ,rd W..1 ..rtdr / o , .r EXTERIOR MARE WIOTN S JAMB 6 MEETING RAIL 7 MEETING RAIL (LOCK SIDE) 3 (STEEL REINF.) 3 (STEEL REINF.) .- O.100 SENTRY CLASS PLUS INNER LAYER BY DUPONT. 0R 0.720 UYER01, S UCUIO -RESC1 INNEs2 LAYER BT SURFACE SPEDW TIES• INC. 3/16" HEA STRENGTHENED 3/16' NEAT STRENGTHENED DOW CORNING SOS GLAZING BEAD .455' GLASS BITE GLAZING DETAIL SCALE. FULL SIZE °JAMB 3 (FIXED SIDE) •• 1 • 8 JAt� • • 3 (L • OCK SIDE) • ' D o 0 Z a M - Z Q t L+J _1 CC • N J • Li Z O NJ •TE L C AN g • - • iliilii " t r • •••• • moo+ •4 • • • • •• •• • � M • 4 2:;.,, � j • . ca......... K WHrtTIELD. P.E.• 4 805 —Ltl FLORID* cRTWICATF No.2•140 • 3 Cr 6 • •• ••• • • • ••• • ••• • •• • • • ••• •• ••• • •• • D co 1 /4 HU. MACON (MUST PASS THRU CHANNEL. ITEM 633) ELCO 1/4'9 HM. TAPCON (MUST PASS THRU SILL cuP. 19) 2' LONG. PRE- DRY.LED & FACTORY MSTAUJD ALUM. SIU. CUP ADAPTER (ITEM j9) AT FRAME SILL INTERLOCKS ONLY. (TYP. AU. APPIXATtONNS) :TTACHMENT STRATE 'o tal 1 BY P.T. WOOD BUCK Ro SE ENGINEERED BY ARoinEcr OR ENC4EER OF RECORD), TYPICAL 1 /e MAX. STIFF METALLIC SHIM 1 x 3/4 r 1/8 a a LONC. FRE- DRMU.ED & FACTORY INSTAIiro ALUM. CJP (tTrEM j33) AT FRAME HEAD ONLY, 23" FROM FRAME CORNER' (VENT SIDE ONLY). ATTACHED TO FRAME WITH TWO 110.1" PH. SELF WALLING SCREWS (TYP. FOR ALL APPUCATIONS) r 1. BY P.T. WOOD BUCK.' (To BE ENCtK't REO BY ARCHITECT OR ENCINEER OF RECORD). TYPICAL. EXTERIOR TYP. JAMB ATTACHMENT TO CONCRETE SUBSTRATE TYPICAL HEAD /SILL ATTACHMENT • TO WOOD SUBSTRATE 1 1/2" M44, EMBED. /- BY P.T. WOOD BUCK. (TO BE 7 / ENGINE RED BY ARCHITECT OR ENGINEER' OF RECORD). IYPttA. ELCO 1 /4'* FH. TAPCON 1/4" MAX, STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO WOOD SUBSTRATE • 2 BY P.T. WOOD 3ucX. (TO SE ENC.NEERED BY ARC41;ZCT OR £NCINEER OF RECORD). TYPICAL 1/4' MAX. STIFF METAWC SHIM 8 X W TYP. JAMB ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) STEEL: Fy .• 33 K51 MIN. (STE_L OR ALUM. 1/8" MIN. THICKNESS)) TO BE ENt€ERED SEPARATELY' aco t /4 -o DRILL -FLEX (GTLtOE 5) SELF DRILLING SCREW. • 1/4" MAX: srirr METAWC 5w1• • cH10R • =L« 1 /4'a DRILL - FLEX (CRAOE 5) SELF ORILJNC SCREW. 1/4' MAX. STIFF META&UC SHIM Appimd - tO Me Flmita Dr " / S Loci 7- NOAI Oi!- A!7?• Moe& ow Pater 0..a( D G Gt.�'t t.4� ELCO 1 /4'o DRILL -FLEX (GRACE 5) SELF oRIWNC SCRrw. TO BE ENG:NE ED SEPARATELY TYPICAL HEAD /SILL ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) ALUMINUM: 6063 -TS ALLOY MAN. AL Fy >d 23 KSI M1 . STEEL: Fy a 33 K51 MIN. • • • (STEEL OR ALUM. 4/8" u THICKNESo • • • • • • • •• • • ••• • • • • •• • •••• • • 7 1- -1.43r --4 ITEM (5 TM -131A FRAME JAMB (rim SIDE) 1.4416• 4--- 1JY.fY - f TM -130 - FRAME HEAD -- .fEB 1-- -4 .for 1- RE TM -134 FRAME SILL TO TM -132 FRAME JAMB (LOCK SIDE) TM -133A FRAME SILL BASE {-� 1.750 -i TM -137 FIXED MEETING RAIL 1 • ITEM 3 5 QUANTITY 1 PART No. 14ATC.RIAL , DESCRIPTION 6 7 6 9 i1/INTERLOCK 10'1 1 12 1 2 15 14/07t-VENT 16 (1) STRIP (1) STRIP 0) STRIP 19 1 3 20 I 2/ NT 21 1 4/VENT 17 19 1 114-118 13 4 1 14 1 1 RA 1 TM-133A 1 TM- 130 6063 -76 ALUM. FRAM' TM -136 1 6053 -76 ALUM. IVENT TOP W31225 W43371 1 L {FIN SEAL ANa 8017014 ( ( ( 1 ) WEATHERSTRIP -.18r Y .370" HIGH {Pt&S11C/BRASS . WHEEL HOUSING ASSEMBLY 15063 -16 ALUM. .540" Y .740" Y .063 GLAZING 0140 (190.0 22 2 1 1CLA LE SS 17/16" OVERALL LAM, ANNEALED UVEKOL •17/15" OVTTRALt. LAN. H.S. UV'cX0t1SENTRY CLASS 2A 1 AS RECO 995 1 SILICONE I GLAZING COMPOUND (00w CORNING) 25 1 SEE ELEV. - -- STEEL PLATED ilNSTAUATl0N FASTENER SEE SHEET 4 OF 6) 26 1 2 /CUM {STEEL /PLATED P 10 Y t • PH. 5EI. F- 0RILLWHS SCREW (ASSY.) 0 1 -- STEEL /PLATED I 1 * 1 1/4" PH.SMS. (ASSY.) STEEL/PLATED 1110 Y 1 PH SUS. (ASST.) 16063 -76 ALUL.13 5/9" * .052" Sill RISER (X0/0X. XOX 390 PSF) 16063 -76 ALUM. 11" Y t" Y 1 /8" TNK. REINFORCING TUBE L. A ISTE= 1( CA.) 1" Y 1" REINFORCI1C TUBE 1 6063 -76 AWL. I1' r. 1/2" * 1 /8" 714K. REINFORCING CHANNEL 16063 -T6 ALUM. 1' * 13/16" * 1/8 Y 4" LG. wt.WOLGA() CUP 15TEEL A -36 1(1 GA.) 1" Y 1/2" REtNFORCLNG CHANNEL 23 27 1 Tu -131A 6053 -T6 ALUM.IFRAV MB E JA (F1xED 5100. _55.0 PSF) 6063 - ALUM. IFU" JAMS (LOCK 5100) TM -131.2. 6063 -75 ALUM. FRAME .14140 (FIXED 5100, 180.0 PSF) I 1 N -134 6063 -16 AURA. FRAME SILL TOP TN -135 16053 -16 ALUM.IFRAME SILL CUP ADAPTER 12 LONG) TM -136 46063 -76 ALUI4.IFRAME say TRACK TM -137 16063 -76 ALUM. (FIXED PEEING RAIL 2 OR 3 2B 1 12 2s 1 1 30 11 /INTEFO..00K 3t 32 2 /,ATERLOCKI --- 33 1 1/VENT 1 34. 12 /INTERLOCKI 1 / INTERLOCK NOTE: ( -) DENOTES FULL LENGTH 1wO01. 1w001. W43201 IWOOL wool: 1 P5043 1 w00 Tu -138 TOP AND BOTTOM RAIL TN - 139 6063 - 18 ALUU.IVEN( SIDE RAIL IOCx 7N -140 16063 -76. ALUM I K01r1NG MEETING RAIL TM- 1ttA16063 -TG ALUM -%TRUDED GLAZING BEAD 355.0 P5 FIN SEAL WEATHERSTRIP -.270" ..220" ( GLASS V ET 6053 - 16 ALUM. 1 1 /8" LONG SPRING LOADED vO•T LATCH 6063 -16 ALUM. FRAME 50.1 BASE HEAT) . RAIL SIDE} t\1 1_ L_S HIGH • 1 PIN SEAL WEATHERSTRIP -.187" Y .200 HIGH 1 3 /B * 7/8 Y 1/2 F1N5EAL PAD Puma !1 O• 4* �w tS• CAKII 14040 ` 41 1295- binideliat 0424211 �yT A TM -118 VENT LATCH LOCK 1 .3t3•J � A 1 2C LOCATION W1100W VENT 510E RAIL UICSPAN wo4DOW ROTTEN FRAME WINDOW TOP FRAMIE VANDOW 510E FRAME WU400w 510E FRAME WINDOW SIDE FRAME w1NOOw BOTTOM FRAME WINDOW FRAME SILL- TS EACH INTERLOCK (AL. YRNOOW FRAME_ SILL wlNDEW FRAME WINDOW TOP & 50770u VENTS WINDOW SIDE VENT . W4400W S10E VENT WINDOW 51455 PERIMETER FRAME POCKET JAMB/t`N1 TOP & 8017014 R. FRAME POCKET JAMB/VENT 514E RAIL (LOCK •. FULED & MOVING 140011x0 RAILS At,/0 SR:. •0: FRAME TRACK (INTERLOCKS & LOCK ENDS) WINDOW VENT BOTTOM RAIL ENDS PSF) WINDOW GLASS PERU4ETER (OX /x0. XOX 100. WINDOW FRAME /VENT (SEE 0ES1GN PRESSURE SEE DESIGN PRESSURE iM - 1414 EXTR410E0 GLAZING BEAD Limo-1J. WINDOW FRAME/VENT GLASS PERIMETER WINDOW FRAME PERIMETER VENT NEM) W1N0LOA0 CLIP FRAME CORNERS (LOCI( S+U£; VENT CORNERS & TOP /BOTTOM INTERLOCKS WINDOW FRAME 511.1. BASE. GLU =_0 ON THE 11. INTO MOVING MEETING RAIL (XT) /0I( 355.0 P: INTO MOVING MEETING RAIL (XT) /OX. XOX ±9 INTO FIXED /41171145 RA0. (x0 /Ox 355.0 PSF FRAME HEAD. EACH VENT. 23' PROP 1E1 (X two F1xE3 1 RAIL (XT) /OX, x0x ±90.: ssn• ITEM SILL RISER ••••E' ••• • • •••• • • •• • • • • • • • • • • • • •• • .1 ••• • • • • • ••• • • • •• • •• • • • • •• • • •••• •••• ••• • • • • • •• • • • •••• • • •••• • • • � • • • • /10 a 1' PHSMS. • ASSEMBLY SCREWS 110 : 1' PH.SMS� ASSEM8Y SC /10 r 1' PHSMS. ASSEUBtY SCREWS 110 a 1' PH. ASSEMBLY SCREWS 112 s 1 1/<' AS •••• • • • •••• • • • .•• • • ••• • • • • • fe•• • • • •••• •••• • • • • • • •••• • • • • • • • • • • • •• • •• • • • • • • • • • • •••• • • • • •• • • • • • •• • •••• • • • • • 'r FROM :THE CRISCIS BUILDING CODE COMPLIANCE OFFICE ()3CCM) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Copi Glass Sales & Services Corporation 7430 N. W. 41 Street Miami, FL 33166 FAX N0. :9547922122 (o5 1185 • ...... .... 4%1 S : Or I° P1 : • • • .•.. • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • •• • • • • . . . . . . : � t iO� •N• fLOR�A� • • o lvteTtykDADP sOli t SUIBIIING• • 140 WEST FLAMER STREIT, 5t71T8 103 MIAMI, FLORIDA 33 t 30 -1563 (32%)3j5IX1 " FAIC13052 v „s -2 ••••••• • •• • • • • • ••• •• 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). Ibis NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division an Miami Dade County) and/or the AI.11 (in areas other than Miami Dada County) reserve the right to have this product or material mated 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 Miarni -Dade County Product Control Division that this product or material fails to meet the requirements ofthe 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 "510" Aluminum Nixed Window - Impact APPROVAL DOCUMENT: Drawing No. W02 -50, tided "510 Aluminum Fixed Window (Impact)', sheets 1 through 4 of 4, dated 05/20/02 and last revised on 01.04.03, prepared by Al- Farooq Cotporat ion, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Nodce of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Castro) Approved ", unless otherwise noted herein RENEWAL oIthis NOA shall be cotlaidered after a tenewat applioation has been alai 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 mtvnt$dure ofthe product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Gusty, Florida, and followed by the expiration date may be displayed in advertising literature. Warty portion of the NOA is displayed, then it shall be dare in its eotinety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Bui [ding Official. This NOA consists of tbia page 1 as wen as approval doe urnent mentioned above. The submitted documentation was reviewed by Isbaq I. Chanda, P.E. NOA No 024836.03 Expiration Date: February 20, 2008 Approval Date: February 20, 2003 Page 2 FROM :THE CRI SC I S FAX NO. :9547922122 1 %.4361 0 ' 1 ' P E • ••• • • • • • • • . • . • • • •• Gopl Glass Sales & Corporation • • • • • • • • • • • • • • • •- NOUCE O ACCEPTANCE: E'V1DENC1E SUM D : : : : : : : : • • A. DRAWINGS B. TESTS (For File ONLY. Not part of NOA) 1. Manufacturer's die drawings and sections. • • 2. Drawing No. W02-50, titled "510 Aluminum Fixed WindaaL (Im}Sa&t4 • •' through 4 of 4, dated 05/20/02 and last revised on 01- 04-03, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P. E. 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water .Resistance Test, per TAS 202 -94 4.) Large Missile Impact Test, SFBC PA 201 -94 5.) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of a series 510 aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc., Test Report No. HETI -02 -1211, HETI- 02-114$A and HETt- 02- 1145Ball dated March, o4, March 05 and April 30 , 2002 respectively signed and sealed by Hector M. Medina, P. E, C. CALCULATIONS 1. Anchor calculations, comparative and structural analysis, dated August 20, 2002, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P. E. D. MATERIAL CERTTPICATIONS 1. Notice of Acceptance No, 01- 0205.02 issued to Saluda Inc. for "Saflex /Keepsafe PVB ", expiring on 05/21/06. E. STATEMENTS 1. Statement letter of conformance and statement letter of no financial interest dated August 15, 2002, signed and sealed by Dr. Humayoun Parooq, P.E. 2. Laboratory compliance stated as part of above test reports. F. OT1!R 1. Proposal 01 -0455, approved by BCCO dated 12.13 -2001. E -1 t$U41 \. C_kmw... �otq L awaits, P.E. Product Control Examinee NOA► No 03- 0826.03 Expiration Date: February 20, 2008 Approval Date: febrnary 20,2003 • • • ••• • • • • • • • • • • • • • 000 • • • • 0410 .• • • • .• ••• .. • rirr 33 3/4 0.1. CPO. ar - 248 - - 't :m7 HOWL' HEROt0tl L c0+ -AL 03 - mF CI 4 47400 Stop • 7 7/♦r 110C ,, , rust room iT. ' M ow 040L COIAR`i A7/R7413 40*1.10 tt $11 It13A*1! VMOYX) 5 `tRRtrw -61 Q_LUY1 pow wri11 WINDOW .11iCGY «440 PA1WC FOR T4Ctt witeican 15 •E It FOR C71&0 S710RRI ON SHEET t. FOI£O %MOWS °IRMO mts t6R0047ED CL/SS R4TW FDE tARCE tE454L % PAM AlIO MUM M) OVUM DRS P03070 11 08081010 70 CORKY EDI OW NW ISO= N4RRCA3I zoo Cr 'R4.[ 3007 IWDROR OWING COIII. ALSO FOR um 4.0448E A5 MO Axe 7 mot 7 -43. ASCE 7440 Oa sate 7 -11 AS 4028 8108:4 PPS ItLAND COOL WOOD 67Rt 44U87 87 808401707 PROFCRIY 70 ltAR57ot Limos To tor ANCHOR ElrtscottE 4r O HA= L4t7ERW. SHALL OE BEYOND *ALL ORESSOOG OR STUCCO. ANO0844444G OR (.WOW O01483W45 Aor 510171 84 lust DQAPS AR£ N07 writ of 7405 APPRovM. 054.7 riBEICaealiati TCSTFD 4.8115 1444 -7 1,c cut. Kraysla 7s' x•305 15tt 4 1/111RID " - WOOD) 11171 • •••• • • •••• • • • • ••• • ••• •• • • •• • g • • • • ••• • • • ••• •• • • • • • tp • 2 (14 • •• • •••• ••N • 11A 710 7 4.0 71A 7 70 770 710 4110 770 710 630 710 710 74A 740 71A 7 1 74 n0 616 7tA 716 11.0 716 KO 74.0 7 SA 710 71 0 110 740 710 ism IAA 0 10 74,0 710 I11 02.2 01(6IGN 104.1 C *PLCPrY - PS, 10170106 Gam. G1AII$ Mgt ' • "C 4044 40470* Ott. (4) 11/1. -) 40' (4) 71.0 710 to (3) T1.0 710 Xf (3) (1) 71A TE (A 71.0 4! (4) It (t) 7s (I) ib (0 ( 3t (75 4t (4) N' it) 74' 475 st' ( (( 7r (ri sr (4) 41 10 710 )i4) 7i.0 34 -1/1' (7) 24 - 1 /7't73 tr Jr' (3) (7) 74* 11- 1 /6'C1) 740 24- 4 /r(4) 7 -1/4 740 37' (7) (H 740 74.0 4344414 44 faAttakton 140CA71 o16/6111 Of /644061 Q®t 7Q SLE QI 41S 47P5 'b" r 7/16' 6701M(1) GIAII .010 P01113/01 041001.9 CLA11A1I W41*400 040 PO fs• 000 LIMA 1140114/60 WA PC SAM 4.41477 -4114 3/17' •674‘.P) GLASS Y1WLEE -1411( 4640 1731 @)dY3 TfIrit '0' G6gING OPTi0M4 l..0 4(1SSA.0 R(-JO' RIS/ST447 CLASS. SI4.1 .61C[ 770; 0FDUAf6 ..404440E LOSS 70* 4L11 AZE *WIPES 44.4 MOW OP StdAA 044: Q vFPi[0 Y+ fi6C0iM4 merlin 14140047 1I4*? PISAN SOWP! CA 04I2101/.1.l 44 $710014 0. DOTT(0 (MIS 1340 OB7wt61L 41041017 LC/OS 7P0 01051 SWr44. •. • ••• 5 hPGll ANDMRS WC 0.0t. {6S SWCY6 ITIIMAL A SIP DSC POP SYMen ter IMP [CASA OPMIIAL & At $11412U•S MOO dt MN yr ASK• INKM StCD. r - >f •11 . t acuxtAl • awn rra V000 t J nwx u/wwas SU Etat POO SPASM , SIMStt n PCS mote I OALIS COt1AIIY In Mtt1JOY ANOMIS IN= &)c. S Atta ttY DOM MASS CORP., wag s&SJA1M LOADS QED BY GLcZD4G SYSifq A>'® 7RAHSIER 1HEr 13 fl€ SIAM* STRUC:11RE. • TYPICAL. ANCHORS- sE: ttc+ )>,x sr+crrv:. ILL UICONs too 26T ram sucKS OR wool) S1RLCROtt t -3/ M$l. PEAEIRAIIW4 MD .4C0 SOW tBT YVOO won tKEO MASONRY OR CRREMY ado Mgagtfir 1 -1 /e WUa. oat* UITO to .10.11f :1R =NC. jl1r milts n not [OArN. M1•LI M11II C ••••c t;R*M S) SHO METAL. sinuenies tm. Y)tUXN£SS) AID Y VI sus DAN MOP 2 en) •1?O MPWO'ACD MALLOI4S GtO S•u STAG() SEALANTS: MAI COMMIS AID INSIMAAIKN SCRUBS StLl. GiK[D MNN SIAVHS. MC CAt SMNIPS MC aSc SOS SAmtto • • • • • •• • • CA-.. M MJMS.WIN Wag SWAIM DA Pc lc= CAL • • •• ••• • • • • • • • P^ •t to pyyr •• • • • • • ••• • • • • •• •• • • ••• • • • • ••• • • •• •• 1l 9 • )- o — I. dOAliq M. • .7U .7U • W •••• 6 N ••• • • •• ♦ • • • • • • • .MN MO 2 (i1Lf?AET Ot%012Mtl Mtlta&L 11•2 1JIUIC188/ r . t 032-110 t 31•8t r.!• /..i 106.11 - 1 J6/-) 1 .lad 222 2 O -b ! <WM i•D 1 802.2 41 •8D. ate* 01088 0•2882 2 1 2 Ys Y waor aura. m•tr¢ - P.1. PM t 2 4 112 1 1' !t A1. CM•c OM 122211 • Y :2C14 Oat r tr 4.4 - . w 12 ••W2 lt i • ••€ r • g f ` _ 1 • 2: • 11 e:= Ig t • stalarl 1r! s a: 1120 MX< 18•2321. 2200811 1•6 acv 3212 3222a80 Or au. 1T1se&L teats 2tt City. MR tt'•tl1* EXTERIOR a4 CK. IR(!NR WITH O 4 +VI einurli 4g0m8S • i rm.% minks UL LtCv. f21 w8f224 *2T vmD •8211 CIRCLRAR lt1M12121 al= Mist rt S 1aA2• *0N) '.0 OM RIXI. OR WORE WOiD031 MOO.mt Af 1201 UP' IVINER OPf'A7ld OPttOEnt CO3* R • • • • ••• • •••• • • •••• • • • •• /ft Ilk • • • • • ••• • • • • •• • ••. ••• •• • • .• • • • • • • ..• • • • ••• • • • • tT1 • I3UILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W. 12 Ave. Pompano Beach, FL 33069 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 Miarni -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 b) the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below: The Miami -Dade County Product Cor - Division (In .Miami. Dade. County) and/or the.AHJ.(in areas -other. than .Miami-Dade-County). reserve- the.rigl: have this product or material tested for quality assurance purposes. If this product or material fails to perforr the accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may irnmedia revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the r to revoke this acceptance, jf it is determined by Miami -Dade County Product Control Division that this produc material fails to mcct .the requirements of the applicable building code. 'Ihis product is approved as described herein, and has been designed to comply with the Florida Building Code , including High Velocity Hurricane.Zone of the Florida Building Code. DESCRIPTION: Series 338 Aluminum Fixed Window - Impact APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series -338 Aluminum Fixed Window (Impact)", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on 12- 05 -03, signed and sealed by Dr. I-luinayoun Farooq, Y.E., bearing the Miami-Dade Couiity Product Control Approval stamp with tl: Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant 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 the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it si be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. LS- -DO -11 V5 :..: 'IMAXL-PAP4 co , FLOF : ' : Rd ito: UDE I.,A 3LER DUI1.L !40 4E4'41461 /R StR445T, SUITE MIAMI, FLORIDA 33130 - ... (305) 375 2901 FAX 905) 375- • • • • • . • • • • .... ... • ..... .. • .... ..... .... .... • .... • . • • • • .. • • • .. ... .. • • • ..... • • • • • • • • • . . • • • • • • •• .. NOA No 03- 0925.04 Expiration Date: January 08, 2009 Approval Date: January 08, 2004 Page 1 1 9°°,0 rt / 11 II •1 IK ( j i U 0 1 1 0 If 0 I it 1 II I 1 1 I l t t 1 I_ i a. ♦ \/ 1 il 1 N iE II I �1 N 12 I I 11 t! it KI 1 i FI I/ ti i fl ii Il 0 H' /I/ �i fl i� i ! II • I I ri i II s ,f 1 fl i t ,i • i � 1 ( 1 I , 1 II it it oi._ on. 11( '%YW .9 I W ORXM NI0114 —3/16' ANN. CLASS 3/16' ANN. QASS 060" POLYESTER SAFETY PUPS .010' PET t a80' SAFETY PLL STER PLLS ire MIN. QASS 0 3/16' X i /2' r ctAatic TAPE ;LASS TYPE 'A MA* SAFETY PLUS' SUL.. GLASS 626_ /lc. 16' HEAT STREN'D CLASS 120 tHTERIAT R — UvE1 OL-TA. RESIN 'IS TYPE TNEXOL' CHEMICAL co,. C 0 52jCONE TRENCO TRELIQAZ" SR./CONE OOW CORN4C 065 I, A60' POt.TESTER .010' PQ .060' Po,YESTER 3 /t6' N/N. GLASS GLASS TYPE 'E• 'cLtsU SAFETY t B ULA ws• Y NEBA CLASS IN TL WC. GLASS TYPE 'D' • •SAT- CL.tS' BY SECWftY IMPACT CLASS HOLDING INC. O3 /te' X 1/7 !RAZING APE 3/` HEAT STREN'0 GLASS 415 AOHESNwE BY WI. .070" POLYCARaoRATE BY 3/16' 1$AT STIENb CLASS � 1 T' •015 AOHESNE By 5.1.0. t t 4 ` x 3/16' HEAT 5111D 4'D CLASS /10 X 1 -ifA' P.H. 5/15 AT 22' O.C. ®SUCONE t { t OSIULONC SUM TREMGTAZE GL 't S S TPEMAZE 8 rigl�ti P. 3/%6' TEMP. (Lass 015 ADHTST.t BY 5.14. .010' POLYCARSO.wE BY SA.C. .015 AOHE$NE BY SIC. 3/16' TEMP, QASS 0 6Z 1C0/S 0E1200 GLASS TYPE • E' •SAT -cU.S' BY SECURITY 91PAOT cuss mom or. INSTALLATION FASTENERS 1 011 STAGGERED PAin , vow TYPICAL Ef EVATION SERIES 338 ALUMINUM FIXED WINDOW OE.MMN LOAO RAZING FOR THESE WTNQQWS TO BE AS PER CHARS SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE MISSILE OAPACT, SHUTTERS ARE NOT REOU6HED. •••• APPROVAL APPLIES TO saHGL_ UNITS OR•SIDE SS SIDE ODASTRaT '• • OF MED/FIXED OR FIXED WrtN OTHER WNW/ TrIPES IN NODULES OF 1W0 OR MORE WINDOWS USING APPROVE! MUltOWS HOLDIRO • • • • CURRENT NOR. • • • • T1RS PRODUCT S 0E5404ED TO COMPLY WON IHO otoo t*OCOY HURRM•AN<• ZONE Of IW 2001 RLOR2DA BUROWG CODE •1COOD BUCKS BY OTHERS. MUST BE ANCHOVD PROMS."( TO TAAYE.3 SF • • LOADS TO THE SIRUCTUR£ ANO TO BE RENLVELI !T Stac. OFFICIAL • • • • ANCHORS SHALL BE AS USED. SPACE; J ON 0E7 ANCHOR EMBEDMENT TO BASE MATERIAL l BEYOND• • • QRESSING OR STUCCO. • • • • • • • ANCHQRNG OR LOACINO COt.C.'TIC IO NOT SHOWN 5 THESE DETAILS ARE NOT PART OF TIM APPROVAL' . • • • A*M.«Aw wgFLte .Yt Ae 'W Ct..uidAYatP4 ?AAOdO • •••• �� • • Orr a>,l I• 8K ?oq M, K / taw • • •••• G NOAH CA CAA. X 363{ • • • Meal al omit �y,� • • • •••• :2\ )EC 1 2 2003 vIDTH 1 LD4G H DESIGN LOAD CAPACITY X. PSF EXT. (.7 INT. 1 -) WINDOW DIkS. CUSS TYPE 'A' CUSS TYPE '8' CUSS TYPE 'C' MASS TYPE '0' CUSS TYPE 'E' • •2DTA ' LENGTH EXT T. (x) EXT. (.) INT. (X) EXT. (.)1197. (X) EXT. (.4170. 00 EXT. (.311(4. (X) 19 -1/8' 25 -1/2' 37' 53 -1/8' 26 , 620 1 62.0 59.0 1 594 75.0 1 75.0 90.0 1 900 25.0 1 954 62.0 1 62.0 590 59.0 754 1 75.0 20.0 1 90.0 95.0 1 95.0 62.0 1 62.0 59.0 59.0 75.0 1 75.0 904 1 90.0 95.0 j 9 10 624 1 67.0 594 t 52.0 7 40 '1 15.0 904 1 90.0 95.0 1 910 11 -1 /8' 29-1/2' 37' 53 -t /8' 319-3/e 62.0 1 62.0 59.0 1 59.0 75.0 1 710 90.0 1 900 95.0 95.0 62.0 1 62.0 1 59.0 1 59.0 75.0 1 75.0 90.0 E 90.0 254 I 85.0 CIA 1 62.0 59.0 59.0 750 1 740 90.0 1 93.0 1 99.0 1 95.0 59.6 1 59.6 59.0 1 59.0 75.0 1 750 90.0 1 OOA 954 1 95.0 16 -t /6' 26-)/2' 37' 53-1/6' 0(.....5/0- 824 1 520 594 a 59.0 75.0 1 75.0 904 1 90.0 95.0 1 95.0 62,0 1 62.0 59.0 59.0 1 75.0 1 75.0 50.0 t{ 904 95.0 1 95.0 62.0 1 62.0 59.0 59.0 , 754 1 740 90.0 I 90.0 99.0 1 95.0 . 45.3 1 45.3 59.0 1 59.0 75.0 1 710 85.3 1 853 95.0 1 ' 950 79 -1/6' 26-1/2' 37' 33 -1/8' Xx 1 XX 62.0 1 62.0 590 1 594 75.0 1 75.0 90.0 1 90.0 95.0 1 95.0 62.0 1 02.0 59.0 59.0 75.0 1 75.0 90.0 1 90.0 95.0 1 95.0 57.6 1 57.6 59.0 59.0 75.0 1 75.0 1 20.0 1 90.0 95.0 1 95.0 X X 1 X x x x 1 x x 75.0 1 75.0 81.3 1 8E3 95.0 1 910 19 -1/8' 29-1/2" 37' 53 - 1/8" . 624 1 92.0 59.0 ' 59.0 754 1 754 90.0 1 00.0 95.0 ( 95.0 640 1 624 594 59.0 75.0 710 90.0 1 90.0 95.0 1 954 X X 1 x X 59.0 59.0 75.0 1 75.5 90.0 1 90.0 93.0 ff 95.0 x X 1 x x 1 x x x X 75.0 1 75.0 1 812 1 81.3 950 F 95.0 vIDTH 1 LD4G H EXT, (.) INT. ( -3 EXT. (.7 INT. 1 -) EXT. 0.7119(T. ( -) EXT. (.3 195. ( -3 EnT. (4) INT. ( -) 36' 42' 45' 54' 126' XX XX XX XX 75.0 1 75.0 90.0 904 95.0 95.0 XX XX x X XX xx 1 x X Xi xx 95.0 954 XX x XX xx XX 1 XX xx xx 95.0 95.0 9 1 1 8 5 X X x X 0 8 1 ( 9 x X [ x X 95.0 95.0 36' 42' 48' 5 132• Xx X 9 XX Xx xx 1 xx Xx xx 95.0 950 X Xx XX IX XX 1 xx xx xx 95.0 910 XX Xx XX xX Xx 1 Xx xx xx 95.0 940 XX X x XX X X xx 1 xx x% 8 r 910 95.0 36' 47' 136' 48' XX X% X X XX XX 1 XX Xx X9 95.0 1 95.0 xx 1 Xx XX xx xx 1 xx xx 1 xx 95.0 1 93.0 X X 1 x x 9 9 1 9 * 9 9 1 1 * 9x x x 99.0 95.0 38' 42' 1 144' 48' X X I x X 9 9 1 0 * x x 1 x x X X X X 95.0 95.0 Xx 1 x x XX xx 99 1 xX xx xX 95.0 1 910 I X 1 X X x x 1 x X 9 X 1 x x x x 1 x x 95.0 95.0 DTH LE(43TH EXT. (•)1 D0. ( - ) EXT. (.31 INT. ( -3 EXT. (.91 INT. (-) EXT. (0144T, ( -7 Exi. ( Ih.. ( -> • • • • • (8" 62.0 1 624 59.0 1 59.0 75.0 1 75.0 50.0 1 940 954 95.0 54.8 1 54.9 59A I 590 75.0 1 75.0 90.0 1 00.0 95.0 954 1 472 47.5 50.0 59.0 750 1 754 83.0 ! 90.0 95.0 954 472 1 47.8 59.0 89.0 f 75.0 1 75.0 90.0 f 00.0 95.0 25.0 OX 1 XX 57.9 1 579 75.0 1 75.0 1 90.0 1 90.0 95.0 940 X X X X 54.6 54.6 754 1 750 940 1 90.0 954 95.0 1 X X 1 x x X x X X 1 75.0 1 75.0 90.0 1 90.0 95.0 1 95.0 s 's 60" 62.0 1 62.0 59.0 1 59.0 75.0 1 75.0 90.0 1 940 95.0 95.0 52.3 1 52.3 59.0 1 59.0 75.0 1 75.0 90.0 1 940 95.0 95.0 1 x X 1 XX 579 57.9 75.0 1 75.0 93.0 1 90.0 95.0 454 XX ` XX XX 1% X 75.0 1 75.0 00.0 1 80.0 45.0 054 XX E XX X X 1 XX 72.0 1 72.0 72.0 1 72.0 93.0 95.0 xx 1 xx xx 1 Xx 72.0 1 72.0 724 1 72.0 45.0 1. 95.0 9 X 1 xx xx 1 xx 72.0 1 724 72.0 1 72.0 90.3 1 903 72' 52.9 1 52.9 59.0 1 59.0 750 1 750 900 1 90.0 95.0 1 05.0 x x 1 X X 56.0 1 550 75.0 1 710 90.0 1 80.0 95.0 1 954 Xx 1 XX Xx 1 XX 754 1 75.0 940 1 90.0 1 95.0 1 950 X X 1 X X XX 1 Xx 75.0 1 75.0 80.0 80.0 93.0 1 95.0 x x 1 x x X X x x I 724 1 72.0 72.8 . 72.0 90.3 1. 933.3. XX x X x xx xx { XX xX 1 Xx 62.1 1 92.1 xx 1 X X Xx. 1 x x x x 1 x x 1 xi( l x x 75.3 1 753 x x X 8 589 589 75.0 I 740 90.0 1 90.0 95.0 054 X X 1 x X 5 X X X 75.0 { 754 90.0 1 90.0 95.0 9.5.0 x x 1 X X Xx 1 xx 75.0 1 75.0 87.4 1 874 95.0 95.0 x0 1 x X Xx xx 754 1 75.0 77.7 1 77.7 95.0 95.0 x x 1 X X xx X x 1 9 0 1 1 8 1 8 1 8 9 92.• 1 92.9 I x 1 xx x x 1 x x 8 9 1 9 * 5 9 1 9 9 84.5 I 54.5 xx 1 xx xx 1 X% xx 1 xx xx 1 xx 77.4 1 77.4 46 " X X 1 x X x x 1 x X 754 1 754 80.0 1 904 95.0 1 954 xx 1 X% Xx 1 XX 75.0 1 75.0 1 90.0 1 90.0 95.0 1 954 x X X x xx 1 xx 754 1 750 77.7 1 77.7 95.0 1 95.0 x x xx X X I X X %X 1 X 8 XX 1 XX 950 1 95.0 x X 1 x X X X 1 x X xx 1 x x x X 1 x 9 1 94.0 1 94.9 x x 1 x x X X 1 x X x X i 5 1 x 8 1 X x 86.2 1 992 xx t xx xx 1 xx xx 1 xx 1 xx 1 xx 790 1 70.0 - — 102' x X 1 x X XX 1 XX 75.0 E 75.0 904 1 90.0 1 95.0 1 95.0 xx 1 XX X x 1 x X 75.0 1 75.0 90.0 1 90.0 95.0 1 950 xx { Xx Xx xx %X 1 xx xx 1 XX 95A 1 95.0 X X ( x X X % 1 X X x x 1 X x 5 9 1 8 * 95.0 1 95.0 xx 1 XX Xx 1 xX Xx xx 1 xx 1 XX 813 1 69.3 xx 1 x X X X 1 0 * x X 1 x 8 % X 1 x x 81.2 1 61.2 105' XX 1 xx xx 1 xx 75.9 1 75.0 1 90.0 1 90.0 95.0 1 954 X x 1 9 1 x x 1 9 X 75.0 1 75.0 59.7 1 897 85.0 1 95.0 X X 1 X X x x 1 8 8 x X 1 xx x x 1 X x 95.0 1 940 XX 1 Xx 1 x 1 XX Xx XX XX 1 XX 954 1 95.0 X X 1 x X X x 1 X x x X 1 x x x 9 1 x x 95.0 1 95.0 X X 1 X X x I 1 x x 5 9 1 9 5 xx 1 Xx 89.4 1 66.4 '2 14 114' xx 1 xx x X 1 5 9 75.0 1 75.0 904 1 95.0 950 1 95.0 X X l x x 0 8 1 9 0 xx 1 xx XX 1 XX 954 1 954 X X 1 X X 0 8 1 8 8 XX 1 xx XX XX 954 1 950 X x 1 xx XX 1 XX xx 1 xx Xx 1 XX 95.0 1 95.0 x X 1 x x xx 1 x x X x 1 X x 1 X X ! x x 91.2 1 91.3 I 38' 47" " ". x x X X X X 1 X . (1 75.0 900 1 80.0 85.0 1 95.0 XX 1 XX %X 1 x v5.0 xX 1 Xx xX 1 XX 954 1 95A i ! c r 1 1 8 1 x x 95.0 1 68.0 17 685TH AND (. ttikeI5/09S 0514 BE 0R€ENSEO XERTGtLG OR 14.091Z091TALLY AS st.cvni 99048. u t i • - "04AY FAx00 • CIRUCTLRE9 M PE 1' 10357 •••• •••• • • 0..9. 3335 • • • • •••• •••• • • •• •• •••• • • • • • • • ••• • • • •• • •• • • • • •• • •• • • • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • •••• • • • • • a CYA,1WISO A5 MM. CLAM STOP Cxti,13OR A:QC ! 5=3-TS I - • ! SPA -ISc0 AS R:07. C.AZ■C STOP ITOU OR ktr..It 1 SOSS -TS 1 - 5 1 - j AS RMO. GIAZ010 UK- nu ILN3iH - ] /i X 1/2' 0 I 110 x 1' ! - 1 .'11AN' ASST-LSLY Sc SSWS 1 - ` PH S1 S 7 1110 X t -1/41 - GU.= STOP SCANS ( - ! P.M. S4$ a I Ssao ! - st - o COsIPOUVD I S%UCO'I. M t1su:o TRiuc`.AZE 9A ! as= ! - Gu2rs co POtt= ! VJ201 ! of WINDOW FRAME 7SO -- .730 ■•■ GOING STOP TUBE 462 GLAZING STOP TUBE GLAZING STOP EXTERIOR ANGLE f i s.xo E t TYP. CORER DETAIL •••• • • • •••• • • • •• • • ••• • • • •• • • •••• • • • • • • • • •••• • • •• • • • • • • • •• • • • • •• • • • • • • • • • • • •• • •••• • • • • •••• • • • • • •• • •••• • • • • • SEE QV. NOR SPACNG • TRICAL A` ue.A: Sint/CA:tr_3 Mat. Oa Ai.UM Ws' tart T10:6) STEEL : h - 36 KSI MOM. ALUTANLM t 6083 -T5 MIN. TtWGY. 4ICNOR5 SEE M'. FOR SPACING 6' ELM Arm TYPICAL ANCHORS: SEE ad. FOR SPACNO iMPO$iLU 01 :n THE BUILDING STRUCTURE. _ • .. , V 1/4' 7APCONS two W000 STRUCTURES t -3/4' MIN. PENETRATION INTO WOOD THRU W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY DIRECTLY INTO MASONRY OR CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. • Ltisticalau 06 S F DRIIIINrI SeRLWS (SAE MIX s y t4N. -82 R8) INTO METAL STRUCTURES (i /8" MIN. THICKNESS) 114 WC INTO APPROVED MULLIONS (,^40 SHIM SPACE) SEALANT: FRAME CORNERS SEALED WITH SILICONE. 1 /t' SN6t OOE E 2 L *ROTORS SEE LEY. NOR SPAONO TYPCA. MOORS SEE ELM NOR SPAOM w a ts34* Coat Om_ = NOY S6r14•t t • • •••• • • •• • • • • • • •• • • ••• • • • • • • • • • •••• •••• • • • • • • • • • • • • • •• • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • •••• • • • • • •• • •••• • • • • • • MIAMID BUILDING CODE COMPLIANCE OFFICE'(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE - (NQA) • • • • • • • • ••• ••..•.• • • • • •• •• • .••• • • • • • • • . • • , .• • • • • •.• ••.••, • •••• -••• •••• MIAMI:DADE COUNTY, FLORIDA • MI -DADS FLAGLER BUILDING} 140x' /LIT' te,LAGLT t tT ztT 1603 ' :NuAtuzrtuainA 32 it-f,561 •(305)375-290? MX(305) 373 -2908 •.• • • • •• ••i ••, • ••••'• •••' •• • • • • -•" • .'• •. :. • , ••••• • • • • ••••••• T.M. Window & Door Co. 601 N.W. 12 Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regrdadons governing the use of construction materials. The documentation submitted d has been reviewed byMiann 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 orr 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 suspenga 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 Pails 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 High Velocity Hurricane Zane of the Florida Building Code: DESCRIPTION: Series 370 Aluminum Sliding Glass Door wI reu><forcements- Lnpact APPROVAL DOCUMENT: Drawing No W03 -90, titled "Series -370 Alum: Sliding Door' sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 10/06/03 and last revised on 03-18-04, signed and sealed by Dr. Humayoun Farooq, P.E,, : bearing the Miami-Dade County Product Control Approval stamp withthe :Ngtice of Acceptance number and approval date by the Miami- Dade Product ControlDivisiion. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a pennane t.label with the manufacturer's name or'logo, ity, state and following statement: "Miami -Dade County Product Control Approved", unless otherwzso 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 germination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the. NOA is displayed, then it shall . be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as. approval docunaent mentioned above. The submitted documentation was reviewed by lshaq I- Chanda, P.E. NOA-No 031] 13.05 Expiration Date: March 18;2009 Approval Date: March 18, 2004 'Page 1 LK Window & Door Co. . . . .. NOTICE OF ACCEPTANCE: EVIDENCE SLtBM:fTTED: . • ..: • • • .. . -. . .. . . . .. . • • • • • ••• • • • •.• . • • . , . . . •.' '• • •• . . • • • . . • • .• • • • • • • • • • •• • • •. • •. •.... . • •• DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -90, titled "Series -370 Alum Sliding Doot"'; slietts 1'thi'btuO0S of. • 6, prepared by Al Farooq Corporation, dated 10/06/03 and lilt rivisea on 13,11 -04, signed and sealed by Dr. Humayoun Farooq, P.E. • • • • • • • • • B. TESTS 1. Test reports on 1) Air Infiltration Test, per. TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS, 202 -94 3) Water Resistance Test, per TAS 202 -94; 4) Forced Entry Test per -FBC 2411.3:2.1 and TAS202 -94. 5) Large Missile Impact Test, per TAS 201 -94 6) Cyclic. Wind. Pressure Loading, per TAS 203 -94 Along with marked =up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Test Report No. FTL- 3773 (F1L03062), dated August 04, 2003, signed and sealed by Joseph Chan, P.E. Note: This report has been revised by an addendum letter dated January 26, 2004, issued by Fenestration Testing laboratory, signed and sealed by Edmund() Largaespada, P. E. based on the review of the test report. C. CALCULATIONS 1. Anchor; calculation and structural analysis, prepared by Al Farooq Corporation, dated 10/29/2003 and last revised on 03-18-04, signed and sealed by Dr. Humayoun. Farooq, P.E., D. QUALITY ASSURANCE BY: 1. 1 Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 for "Saflexx/ICeepsafe Maximum" issued to Solutia Inc., expiring on 05/21/2006. 2. Notice of Acceptance No. 99- 0302.04 for "Uvekol -Liq ", issued to. UCB Chemical Corp, expiring on 02 -08 -2004. F. STATEMENTS 1. Statement letter of conformance and `No financial interest", both dated 10/14/03, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance letter dated September 15, 2003, issued by Fenestration Testing Laboratories, signed and sealed by Joseph Chan, P.E. 3. Addendum letter to test report FIT.- 3773, dated Tan 26, 2004, issued by Fenestration Testing laboratory, signed & sealed by Edmundo Largaespada, P. E. 4. Statement letter/ list of approvecrUVEICOU laminator, issued by Surface Specialties (UCB Chemical Corp), signed by Jonathan Shaw, Ph.D. I SLA) C_Lok.A . !shag L Chanda, P.E. Product Control Examiner NOA No.03- 1113.05 Expiration Date: March 18, 2009 Approval D March 18, 2004 O231G71 LOAD CAPACITY - PSP wax pOpR ROW CUBS TYPE 't' OR 'B' fYdit • 76/YL E72. ( +) RR. ( -) .. .720. 72.0 e/8 : 72.0 720 ... 720 72.0 72.0 • 72.0 •.72.0 . 720 .720 72.0 44 we Y41;. DA OPG. 81'. MAX. 1.9' WAX 0008 WW1 TYPICAL ELEVATION TSYTSO uNrY i. ••.•• •••• •••• •• • • ••.••• • • • .••• • • • SHRIES- 370'ALUM. SLIDLNG_Sa S DOOR (L.M.j LAROE AND SMALL I0SS7tE IMPACT RESISTANT 000RS SHUTTERS AE NOT REQUIRED. DESIGN LOW RATING FOR THESE Doom . TO BE AS PER CHART SHOWN ABOVE. .tf6 PROOUCY OESi01ED TO um THE 1084 VELOCOY RLOMAHE ZONE OF 1HE 2001 FLORIDA B7l Y NB COC . W000 BUOQ. BY OTHERS. MUST BE ANCHORED PROPERLY 10 TRANSFER LOADS_ tT0 T14E. B1RUCTURE. ANCHORS suAti BE AS LIED. SPACED AS SHOWN ON' DETAILS. ANXSIOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEANO -WALL DRESSING OR STUCCO. .. - . . A►EHOR81G OR LOM NO CONOLT'GNS NOT SHDY W IN "THESE DETAILS ARE NOT PART OF THIS APPROYAL •••• • oul ••• • ••• •:! • ▪ • •••• • • ••• • • ••• • 011 GLASS 011ERLYNR nua gall% ikr AT mimeo Oust; wuciatc 00' COMR0' ler co 23Y taco BUCI1 016601. ANCHORS 41 sucCERED PARS SEE 11E4 01 644044 • • • --- auwwwil Wasgar ; . Tr•ou. ANDWAs N EDONRID PWRS SEE ELM RIR 5441,40 METAL STRICILRES ($TEM ea Atm. 1/e• mat wax) SOIL t Pi ■ 34 RD 004 roc& MOWS 41.4044444 , 6043-Ts WA tst =Ammo RARs StE OLY. RA 644,044 e1Toshi1IELILALLEELOR.104. ARO' ORERLNER Ma 4014014 6.14LDVNEEPS6rE 44 I/ 4` NEAT 0010(0 MASS SlUcONt O00' COMENO 6111 a WOOD amws NOT EY 04 *MOM ML. SUSTAN LOADS IMPOSED EY SWING SYSte■ AND Taoism MN TO DiE BOSOM STAXTURE. 447a APFRovED AtuluaNs (NO aim SPACE) rfP/CA1 snow tm-rAkter 4410 coNc*Ett AND 1.4AS0'MY ■ 2 1 .0 1 . IMO WOOD STS 3/e 16N. \ ite rte‘r snwa.1) fuss SRAT.ANTS; MME AND PANEL CORNERS AND AT SILL AND ANDS SEALED w1N WEEPHOTES; vil • 04 1 TA:EP NOTcH AT EACH END CF SU. W2 - (6) 1' HEE? NOTCH AT EACH ENO CF Stu OlStALLATION SCREWS JOINT - sEALANT. TYDLCAL ANCHORS; SEE ELEv. FOR sPi ILL..sterzeis ono moo siRucTUREs I ION. PENETRATION INTO WOOD d TM; 'EH' OR EEN )4000 EUCICS INTO MASONRY OR 44. 1 —1/ 4- was EMEED 54T0 N4SORRY OR CONC. DIRECTLY INTO CONCRETE ' • I !1 1 6101. OARED INTO CONE' E 0410 METAL STRUCTURES (1/8 taN. Dacweis) 4 ;i 3 . 4:12BALELEILLEDILarSB4S , - ="Nr<MIlittelValtlitir • •. • ittatoci• • • • • • • • •1 .c.uk " • ; • • ; • • • • • dropittg • • • MAR . 1 8 Z48.4 • • • 441°3—ge 4. • • • • • *0 •• • • • • • • *•; • • IA • • • • • • : • • • : • • • • • . • • . • • •... ' • • , . • • • , • ,. • 0 • • • u 1r ac • 1 L375 1 1.477 1.596 1 1.706 1 12811 • FRAME SILL DA-111 4.643 1.367 .155 2235 WALL 3HlERtOCK 711-105 2.732 WAll ANGLE 8R, ar /1+-104 1.4011 • PANG. hT. 1271 2214 3.10* 1144 1.462 3.147 1.600 FDL PANEL. Sfi_ Cw 37517 FIX. PANEL 0.1 RV 37743 •••••• • .•• • ••• MR 6.. PART No. OUAATTTT OLSCQIPTION - RATIIQAL l46l./SVPPLIIR/ZEUABIS 1 311-27204 1 M UE KIN) (3 MASCO 6063 -70 IDR 2 TV-111 1 !RAMS 951 (3 TRAUtS3 6063 -14 XXX • 3 OW -31512 • " t FRAME JAMB (3 TRAOB) 6067 -T! x100 3A 06 64611 1 moat sale (2 mots) 6061 -t6 tot 4 TM -104 A3 RECD. TOLL 48105E QRAOT(T 6063 -16 7005 3 555 -105 4 0000. TAME 311133.0( 6043 -111 656 • OM- 37632. 1/ PM & TOP R4 . . 6063 -16 CM " 7 OW■37624. "1/ PMBL sorrow Ras - . 6C313-T$ XXX 6 no-r06 4 REg6. POCittt NA70R 0.T[RL1= . 6063 -16 XXY 5 T4 -106 4 0000. POCKET 81 * MTEALA06 6063 -11 x60 . 10 • 76 -1557' . 1/ P(113 3.001 *NCR 4t0E41005 REINRINCIORNT .. . . • 6063 •16 !ULL IFNOTN 11 110-109 1/ MHERL00( 144411 555FAICCK RCARRICENDIT ' - 6063 -T6 NU. 008354 12 • ; TM -110 . '.:7 . TOP CUP. 6 -(/2' WHO . ' 6663 -76 1 EACH 4060 411 4RE110C443 it MOAA L 954.09 13 .:. 0* 37637 AS. RECD. • R>CE3 PANEL ST4.6 - .. . ` 6067 -4 7656 .. I4. OR 37745. AS 5000. fOL PANEL CUP - ± Q1 420311 X701. - .19 OW -37623 - 4 RE0. MALE BUTT 51Cit _ � ::. � ; ... _ -TS PMEI. LACK SCeS 11. 61- 311628 AS 8000. SOLE ADAPT* . • :6063 -16 PANE. 43TRAOK 1A' • 4010 -P1LE t R O N 1L 148 RN SEAL TEADI RSTRP . YYOOL TOP * BOTTOM RALS .21 " 4037-P63 : E ROWS. vow's. RN 6045. WEAIHERSTWP 800*.' Reat0*. 16534.00( 516135/YRAi50 mass: .. 22 402041E 4 ROW W11AFA6' RN SEAL 905150TSaR? ` NOOL FRAME JAMes/49rRA9AL : .._ fo ' As MO. 3/4 - -r 2 1/2' W. 9ELP- .501505** Nf 'St4L Pkl -• WOOL - xxx .. ". A9 RAD1 POLroaro 324 6613867 � CNO3/347ERL00ts ' . 2s "DOME: 693 u 5031) 91RUC1tMPAL =CONE .-. _ - saw mass . 26 1M- 76239. :y OR EL RO TV RAM 6(CUM + SD.21X , *51(5/4(506 605504 Or PMELB .. _. " 27 . 711-32476 . 2 TM LATH ASSEMBLY ALLIMA4 t MALI ASTRA0AL 26 -., ri - 32424 2 TM OVER 8.3166R1 557411E ASTRAGAL 26". _ : • Soot . 2/11304 110 x r ow a9. ASSEMBLY SCREW - • STEEL 14106 ASSY. ' " 30 - . ) 000 . 2/KOPER 110 r 1/2 1R. IC. KEEPER 007 SCREW STE3.. rams 46784040 31 :. 7005 ' •" 6/P4NSL pa t. 1' 56. SIB. PANEL AMT. Saba - STEEL " ' PANH. CORNERS .. .: 2/0X4 f 10 1' PIL SUR TOP 0(45 5597 SCREW • STEEL. W4 16322120N2 34 *16 AS RE00. 1' X 1' REO C1$0 64 VIM • AT PDX.' PANEL 9TR* 3s '00t As 5E00. 3/6" E 1' RERSORCO90 64 VER. Al RC PANEL STRE • • . • • • • •t•'•• • • • • • •• • • • ••• • •••• • •• •• • • "• •• • • • ••• • • • ••• - •• •••*. • .• •. • • • • • • • • •• •• • • •••• • • •••• • •• P!_EB BO1TOM Gn g8 at. HONATTAW.141000 "" 6 1 WAR 18 2004 '6 11. 6 . : .11 , 0 F 0 U 0 a MIAMI.OADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Binnings Pan American 3000 N.W. 125 Street Miami ,FL 33167 Your application for Notice of Acceptance (NOA) of: PA -8 Aluminum Mullions, Impact & Non Impact 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- 1214.03 EXPIRES: 02/01/2007 Raul Rodriguez Chief Product Control Division THIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 02/07/2002 t S00011pc200011templateslnotice acceptance cover pa8e.dot 5 :• • AirilA� iceindiY, FLORIDA • MZfRV-DI1 ULACLF3t BUILDING • • ••• • • • • ••• BUILDING CODE COMPLIANCE OFFICE • ...METRO-DACE FLACkEjt•SUILDING :1 WEST I:+ 6b1.EB T t13E ;SITE 1603 • : 1411121, FL ODA, 130 -1563 • • (30S) 375%901 FAX (305) 375 -2908 • cipm;2AC.'tOR41.4GENSWG • • • • • V3g5) :7; -212 FAX (305) 375 - 2558 • Jo19T)QAe'rbRx4F(iI>oEmENT DIVISION (305) 375.2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office American • • ••• • • • ••• •• •• • • .. •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ACCEPTANCE No.: _Q1- 1214.0 • ••• • • • • ••• .. • • • • • • • • • • • ; • 2 FRO \ED: xoai tr 7,200 • • EXPIRES: • _ • • Febrpary 1, 200 • NOTICE OF ACCEPTANCE: SPECIFIC c NDCFICkQS •• • • . . _ ••• •• • . 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 00- 0424.06, which was issued on June 15, 2000. renews the approval of a structural clipped mullion system, as described in Section 2 of this NW designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dad County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, d not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The PA -8 Aluminum Mullions (1 -1/8" x 3 ", 3 -1/2 ", 4" & 4 -1/2 ") — Non Impact Resistant an the PA -8 Aluminum Mullion (1 -1/8" x 4 ") — Impact Resistant and its components shall b constructed in strict compliance with the following document: Drawing No PA2- DET.DXF, Sheet I through 6 of 6, titled "Mullion," prepared by manufacturer, dated 01/10/96, revised on 10/22/9f signed and sealed by William M. Myers., P.E., bearing the Miami -Dade County Product Contrc renewal stamp with the NOA number and expiration date by the Miami -Dade County Produc Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies only to a clipped mullion system used with aluminum windows with a curren Notice of Acceptance, installed as shown in approved drawings. 4. INSTALLATION 4.1 The structural clipped mullion system and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurrican protection system or not, see corresponding table in approved drawing. 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 Raul Rodriguez, Chief Product Control Division Binnings Pan American • • 4100 • • • 0110 0 00 • • • .0 00 • • • • • • • • • • • • • • • . 000 • • • • • • • • • • • • • .41• • • • • • ... ACCEPTANCE No.: 01 -1214. • 4100 • • • 0. 4PkovVti : ;• • 'el:riary 7, 2( •s•• •••• • • • • • • EXPIRES: February 1, 2( •• • • • •. goes •• NOTICE OF ACCEPTANCE: STANDAR13c4NPIT3t3) 'S ; • 1 • Raul Rodriguez, Chief Product Control Division . e • • • • • .e. 11. 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been file( and the original submitted documentation, including test supporting data, engineering documents, az no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, scat 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 offict 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. . b)Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followe+ by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7.. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE i 1.122e 1' X 3 1Ir MUUp11 1•x ore MUUIRr 1`x 4' 2.41W061 1' X 4• 211.1W024 4 MULLION DETAILS LOAD APPLICATIONS 110 General Notes: I. ,y„1...1......avelnJ 4. errs.......r. *oh IN.+.e..•5Cad^ PRODUCT' RENEWED 1..04 e00.1.■ 110 top, +.I+...^.. 2*. 105. aM/sbCau C .na aa wean nos/ ...q. d er. ware a aw a s isY.40l•. ICCErfiU* *t4 0M 014.07 2. I,raa•..nr. 0.. e..ra ...s w • Mea. peeso+ mteg. r11• ,, �[y� 3. r .�....as0.'5.0501.3..bw Derr N.171:+ 1 "y ° I ♦M•Wr.....a...t•....a .�rtaa.x n22D/M�2 �/ 5. C. f 0/.1.0 . •.• o a.i 2.1 .ppy .o + Y. w1 " 10.0.. I!I✓ Cn.Y..t�r+►...swr. au r.•r..,.. e.ar.o.rw.•PWa. 1 cr dar . .td ..a.w. a.. u..rnm'y .5.. +• wt.. OtAltoro0001WICMnNtsornee 7. Wbr. y410........b. ..[M +a. ia..1 0. rms.., #r'r {•.a..tl • a dwtr.•.►.t gys. *sr ear r.er.t..y n ..c....Ir.0Ildts 1 0MC.111• ••• IIOa Sr.ra.�y M.O. 10 rz. th •I O.dts•tc. n. tiy6d .01.e. SD I .. SW sSC. PLR 18755 STRUCTURAL Date: n/n /01 tn.% .ti3555 .. 5542 7.0 11..6.. s.mn* SSOS11.01 fsY...A..=S•.•M 4.941120 01 I.am.. S.ry 11104. .. 50032302 5 ....g •••+� 1 9.-0[2701 A� *Nor .9s..025019.45 •..se. Ilk.. %01 .+rs.s.�fry s. 1002 *yea • Mr.twwaestb.Y.. ROat. N. f1Sr1Ee. WM. M. MEYERS. RE. Consulting Engineers 9301 N.E. et2 Awe. C•300 Miami 52nena •(•01138 OM 758-0117 9311-2008 29 3•2.8220 • • •••• • • • ® B I NNIN • • • • AMERICAN••• . .• • Ia................ar .was • • • . • 501.0. NIA •••••• • • • • . • •••• • • • • •••• • • • • • •••• • • • • • 1•••• • r•••• • • 4•• _ • •• 10 • • GFRA3. •••• • ••• • • • • • ••• • — • • • Itr2ax • • •• • • • • • Z. 1•+ela.sr.wna +tslace.+wa op. PO Fa °C icrn t a.ay 2.74 ACWI .C.,.snuA . as¢ros..rr0 :%' Stay att. Stay F.Y�a.•S•runp 1••• r..•". r. ram ,.0 „..•00 •0 • Oats Stay •a• ad 2l(. Man, P6 2rtwa N4MrOr n! }{itt]r rKR1 Pa • *Cl”) f f+ay is of en aay •�.•wa wo m•rx.•srra.non fa ••ro•0 .10 • 0. Sae .0••• rasa W M 1W.N..f . 'YOU ,r•cw Cr4 00 • s 00 say ea. Oft a n eta [ rw. Seat I Q .7 0 e•..rx.nr.•ae•O. ee..0 m e.•t 0 ® BINNING AME: ICAN •• • r ga..ewa r'rPS C.•at.4As n .1 Olt rt..° 910 • 00300 i.n, exrx 1•s Mad sal kOt0. e. FUetEr WM. M MEYERS, P.. m ►same 537• FL s 1 ti• -2aaS [p :W E 321: m FLA. 18755 STRUCTURAL Cate /74/ • • •••• • • • • ••• • • • .•. • • art tan SW se*+ur 00.1 24 a s TYPICAL INS VAI8UrION DE•fAlLS • • 46 •• •• •• • • • • • • • • • • • •• • • • •••• • • •••• •••• • • • • • • • • ♦•••• • • • • • • • 1. . :r4Aw.oT.�o a'e. Txoia'�.n� t sso . 1,11.4 JAY Ere � ra Ottas. isa tg.Cn.sOT rsp00 /RAW Sal 1. e . r.et p?1 nfirZholisris A Mast 1.0 leanG w.AA• mama 4_ .m .amc,.s 0 .rx.roM w.a••.. 1 'to • acri tick mecr• two •nOR !.4 +1 Y1 r*••••A Kwt SCC ea-1C e6(fa3A[L. Pet MOO M•is sear...LAMM real. R Las •t$1 Cis the a sw e• rade Pa, al•-ragoa rrwn SILL nraC.4tntia•19:a tW Alm e.t.a s•e Taw PRODUCT RENEWED 1 a GvRArtomm �1 ey 11t • I.KM.KCwnrv,r ».1QM.�. �'RAgLOrmio t am moccm+ asoir rnnos s w. w"" tlwdt ..st•us.TOn ••••(t V ea KO am•aom.lu• .003 3 . + efwun.d 1 • 3.0 0 •00•0.a. iro•oc»re 14" "4 • Q 4.00., now 00 WAY seep., BINNINGS' ...,. " AMER ICAN • "" • nl.t.2.1 rnep.aTCU1rn. n.Rewr 1 • • • •• • • • • • • •• • i mat rakee TN 1 1•M I am hr pp= 1 � • � yp Wi 'RM r2-0 ..""e4 eiCea•S OA* • & • 8087. E. EISHEK Consulting � P.E. S T A 18/ 6411 Ave. C.-30t. S T R U Ci At. 9301 N.E. e UlatnI Shore& FL 3313e • • 4 • 0 11551•t00e Fa 18741• • • fie: / • •• • • ••• • • • • *i___NC...or..,__0_. ••i.• . .• • • TYPICAL INSTALL/ ON DETAILS• • • • • • • ••• • • • • • f7r • • • • • • • • • •••• • • •••• • • •••• • • • • • 0.230 S _ •• SM TAPP06 FASTENERS CLIP FABRICATION i PRODUCT RENEWED tarmArrox A prmc£t+a 0 Or Ot.tUltthO CODS to. CO\ P�j,iCEQ� RO87. E. hiJnr.. WM. M. MEYEAS Pt Consulting Engine, 0.12v 9301 N.E. 8 th Ave". C•30. Miami ShotOS, Ft. 33130 posy 758 -3117 $$7•&000 f •. vroe LA. 1 55' STRUCTURAL nata. 1 - 1d /0' t••• • RS .PO/ 4: Mr It,IYV ,722'0 BiNNINGS asscamotamt AMERICAN 77 ..,.....0, ••,• ..mow •ST 4tAt0• , M ^am .., •••A Icw ul? TAttATuC). 1 POE ANCHORING DETAILS • • • • • .:d ilia • ( 3000 Me it Mb Stract • • • • • • Miam1 t3 G7 •••• (305) 801 -0045 •uro•. 0•: • • •• • • • • • • • • • • • •• P...r• • Prn • ,��• •••.011 R. • • •••• • • • • • •• • •••• • • • • • 3X0.00 250.133 200.033 100.000 550.000 1• X 3.0 MULL MAXIMUM DESIGN PRESSURES +/- X00.000 20000 25.000 30.033 35.000 40.000 45.000 50.000 40.000 C5.000 70000 75.000 W I X 3.5 MULL MAXIMUM DESIGN PRESSURES +/- 400.000 350 000 250.003 200.000 15X.033. / .000 50.000 000.000 20.000 25000 30.000 35.000 40.003 45000 50.000 00000 05.000 70.= 75.000 1• u•uncn... 10 r.rMb.••tr..es t.Gee..4 K.• ttl wee... 444. +.44.14 b the .w 4444.X.44.. I.G 8 4.14 1.. d4~ dw h46.1144.. a Get ea• •m. w ..q4 a/ u...nd... to 4. 44'.4 Wiser. 3. ea. / w w load Macao, o, ....e 14/0.4. w. 4. O.t - W p..gne q.e 33.3.3.1 1 J ►ss a ma Wits el a..... 3. dae....e u. ....4C.+.. d We 9'•.• W ..d w ...4..0.0.50 ba.te... W •••n r.w•5.+» dome. r......e 4 w 44. C. The 4.1.• w64. 4 ••i bow S.W. Sts.....p»W •efa44 ca..r r 44- ■? . i1. 4 1. 00'33.. rop• b w r• ., .d Wero rot pry be 08 ...d.m.:I8 *de. 4st ..tat wr •rp..e s• ensr4 o. • sw+a• 4444, vo.e. • w Mull L C2.O00 -•- 73.OU. .•. 76.000 Mull L -�- ■9.000' t C2. y 73000' 76.087 r.e%woe.% 23•, 413 • 41..ed . 1.r .d. 3.3 • ..q/.e e 34 Pe4.✓. 44 +36.47 •5600. nu, 4-93 * V. w.........e. �• .wmr .48. a. roc a�wa3lgiEY�E l``. Consulting Engineers 9301 N.E. Stn Av. C -300 t �.,,. Miami Snor•s. FL 33138 3051 1S -311 57.0+4+0 c.. %moan STRUCTURAL Date: t i- ��I 41 3X0.000 250.X10 330.000 150.330 100.000 50000 000.030 20001 25033 30.000 35000 4 0.000 •5033 50.000 00.000 45.003 70.003 75= Awn.. A. 330000 300.000 250.000 200.000 0. z '$0.1X0 0 (15 100.000 50000 006m'2 .000 25000 30000 35.000 .0.000 +5000 5/$3100 0$0X0 C5.003 I4O673 75000 w •• • • • ••• t • Isom.. ...w w tC? Sat 1 X 4.0 MULL MAXIMUM DESIGN PRESSURES +/- I X 4.5 MULL MAXIMUM DESIGN PRESSURES +/- 6i arm I.. roe .. 111(`.1 Afro 12/ 10101 Prow sr Itl B rN GS •• • Mull L 42.10• I �- 73,000' 76000 s • I C2000 I -•4•- 73.000 -.4- 76.000` • • • 3dA N.w. !Z 33 t et • mum, a • w•4.ye+.m.... _ • • • • (305) G� 4040. • ••••••,.i-'.-0- 1. 4141:r I ••31.3•• • • I X N4ULIJ YORMti`1CP. EhIA1ZT9 _ • • !In' 4 ET- X1.5 • • • • • ••• • • • •••• • • • • • •. • mama • • • • • 1. •e v Jamb Detail Typical Double / Triple Detail ALU r a ' ut iItI t nonx Tnrwee.e GO MX CIO t.0 0113 .11 :I !R MT VOW S W GS fa CUP PO RR OW Jamb Detail Typical Stack Detail Roar. E. fIS+iER PRODUCT RENEWED WM. M. MEYERS. P.E. Accavorew n1 -1214 45 Consulting Engineers 9301 N.E. 0U Ave. C-300 coutnnottossec itwin t / tCI MFam5 Snores, FL 3313E 4 7 5941 1 7 ssrsoos Fox 3E242ta re FLA. 1875 STRUCTURAL Ost. f c. /e /di IA MIN Cersait Genera) Notes: • I. tna RHM %mew- Alt 0 L.4w_ tIsyR •0L SO 3. b.r wog 110 WC' a..r..._ Derr ns.1..I .0421 S. A .r....nw...rle. *Mb n.12.I. cwro rop olvoct Remus eel + olrmaw • • • • EUOnOr0U10E • • 131.r.1Nas • • • • • • • A1M ER1CAN • • • • • 1.;.Q • • • • • I «. e 1 : 4 IMPACT Muulble UTAUS • • • • • • MAO • •• • .... .aoaar _ • 1 • • •• •• • • • •• • • • • • • • • • • • • • • • • • • • •••• • • • • • •• • .• • • MIAMI SHORES VILLAGE. FLORIDA BUILDING ELECTRICAL 0 il E I, PLUMBING 0 PERMIT NLat ilogi v. Li 44 f1,1? f, ROOFING 0 Owner of Building_ Architect Contracto or Builde Legal Descriptic Address LI Building Work to be performed under this Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed- I ) BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict co,nformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting t permit I assum responsibility for all work done by either, myself, my agent, servant or employee. •/ CONTRACTOR OR BUILDER BY AUTHORITY I7 , • 4. , 1 ■ 1 ' , . , , 1 i = . ' t I • , . ,„. r ..- n Lot 1 Bl. Subdi- vision 1 .:, ..'^ i sa. Ft Amt. of Permit $ i I 4 Value of Project $ ; i, ,. MIAMI SHORES VILLAGE. FLORIDA BUILDING ELECTRICAL 0 il E I, PLUMBING 0 PERMIT NLat ilogi v. Li 44 f1,1? f, ROOFING 0 Owner of Building_ Architect Contracto or Builde Legal Descriptic Address LI Building Work to be performed under this Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed- I ) BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict co,nformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting t permit I assum responsibility for all work done by either, myself, my agent, servant or employee. •/ CONTRACTOR OR BUILDER BY AUTHORITY I7 Disapproved (Signed) Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address....._Bar-ry... No. 16Q Street__NE-- 102__Street Registered Architect and /or Engineer Name and address of licensed contractor J,a.1ca__IriC. - Ruffe Jal-_0r,,Sees Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1.1110-- N-_E__ 102___Street State work to be done and purpose of building (by flend__4oOrs Replace__ existing.. windows /..with glass--- ,�a1=- n- sees_ �1um.--- framPg� and for no other purpose. New Building Remodeling x.... Addition Repairs No. of Stories 2 To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 1600.00 Amount of Permit $ , 0 a "E�1 c Zone cubage required _Plan Cubage ! 0 -, 4-- Distance to next nearest building._.. Size of Building Lot_ _ �� f7 'L7 Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on yyvv k to --,b�ee p rformed and tt}�is pennit, as are licensed by Miami Shores Village. �J . I-PC \ f Remarks (Signed) MIAMI SHORES VILLAGE Date BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date Oct 20 1 92 v pres. ,19 STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the . of the above described construction, that he has carefully read the f -going ..placation, and that he did sign the same, and that all facts therein by him s ted are /e. 1 i Permit No Date - Rea. worn to and Subscribed before me. `� Notary Public, State of Florida Building Inspect. My - Commission Expires P ANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged whei such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.