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WS-10-618
Inspection Number: INSP- 143144 Permit Number: WS -4 -10 -618 Scheduled Inspection Date: May 20, 2010 Inspector: Bruhn, Norman Owner: Job Address: 9705 NE 2 Avenue Project: <NONE> Miami Shores, FL Contractor: JOE ANON GENERAL CONTRACTOR Building Department Comments May 19, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060134230 Phone: (305)823 -3113 SINGLE DOOR INSTALLATION. AND FIXING ONE OPENING (GLASS ONLY) P i 111 /.�YJ . t�rft Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 140475. WINDOW INSTALLED DOES NOT MATCH P.A., REVISE PLAN. NB. 05.11.10 �G Page 15 of 23 5.14.10 doe Miami Shores Village Building Department 1 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BU ILDING ROOFING Owner's Name (Fee Simple Titleholder) / QC ; 3 i(,t*' i 5 . ' 52S Ms lIo Owner's Address 9 7 ® S_ 02 4- Ue save. d t l city M i Q m% Shore5 state l Zip Tenant/Lessee Name 1/3 Q Z fp O / 3 Cf. (52.30 Phone # Email Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO. County Miami -Dade Zip Permit No. 4/5— _ ! " /0- ./e5 MAY 1 LL Flood Zone Contractor's Company Name . d e A/70 7 6 cL> Phone # es 22 3 - 3J1 Contractor's Address / 6 6, ,I 0 7 L 7 - 5(+5 / .114 // City I'7 / (.ea e) State 1 7 Zip 3 3 0 / 4/ 3 e "ii -)bid Phone# o — P23 — 3/ State Certificate or Registration No. C6) CO ® / 37 6 Certificate of Competency No. C6 00 /3 7 Contact Phone E -mail Qualifier Name Architect/Engineer's Name (if applicable) Phone # Type of Vier t 69 ddiLiir Desc'IVark: -- -• Submittal Fee $ Permit Fee $ Square) near Fotiiage )f Wbrki DN w [ Repair/Replace Rave' p * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * *** Fe * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * Training/Education Fee $ CCF $ ❑ Demolition CO /CC $ Notary $ Scanning $ Radon$ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 4 .00 Technology Fee $ Bond $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in, good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fist inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. who is APPROVED BY Owner or Agent The foregoing instrument was acknowledged before me this / day of M 200, by 1 /x 06-5 xiodi , to me or who has produced As identification and who did take an oath. NOTARY P P LIC: .: M C SS1 /� E 1 R 1 N � At 1 V p DEZ � � April 27, 2012 Sign: "� Prin 1 My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) Plans Examiner Engineer Signature Contractor The foregoing instrument was acknowledged before me this / - day of A , 20 10, by 3, e ) P Y) who is p o"n"R to me or who has produced My Commission Expires: Zoning Clerk checked May 11 10 03:07p MAY 1 ?. -rok MIAtliDADEM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nebula Glass International dba Glassiest 1601 Blount Road Pompano Beach FL 33069 SCoPE: 1 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 hirisdiction(AH3). This NOA shall not be valid after the expiration date stated below. The Marra-Dade County Product Control Division (In /artami Dade (amay) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is detrained by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. • • 91:141 product is approved as described herein, and has been designed to comply with the Florida Building • sia •ititrd3 ineltding,thefti Velocity Hurricane Zone • k • • • • *, • • • ) • •1•DES,0017110A Series \ e 003" Akuninum Storefront System — L.M.I. • . - Drawmg No -102, titled “stipaume Window System 003 Aluminum Fixed • • ri 0000 5 of 5, dated 05101/08, prepared by EngCo Inc., signed and sealed by Pahl" De • ..:* ). • 'Pigitieiredo,A.g., Deem* Miami-Dade County Product Control Revision stamp with the Notice of ***** Aemptank, ogler andespiration date by the Miami-Dade County Product Control Division. • • **** 6 ' . AeltSkftliANIrACT RATING: Large and Small Missile Impact Resistant • • 3 J Atri10113110, shall bear a permanent label with the manufacturer's name or logo, city, state and • fpnowiniitrtfekIent: "Mianu-Dade County Product Control Approved", unless otherwise noted herein. • • •RENEW4Lckthis 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 perfornumce of this product TERMINATION of this NOA will cc= after the expiration date or if there has been a revision or change and/or marmfacture of the product or process. Misuse of this NOA as an endorsement advertising or any other purposes shall automatically terminate this NOA. Failure on of this NOA shall be cause for tennination and removal ofNOA. The NOA number preceded by the words Miami-Dade County, Florida, and on date may be displayed in advertising literature. If any portion of the NOA is be done in its entirety. y of this entire NOA shall be provided to the user by the manufacturer or its be available for inspection at the job site at the request of the Building Official. d renews NOA # 05-0620.02 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. •o•00 • •• ••o• followed rty I,IPPRDYD BY DATE MUM 1 \ 72 P D OVF ZONING DEPT BLDG DEPT ,Ar ifirN 104.018 rn Shores Village SUBJECT 10 CCMPLIANCE WITH ALL FEDERAL Sf ATE AND CCUN riULES AND REGULATIONS p. 1 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI FLORIDA 33130-1563 (305) 375-2901 FAX (30S) 372-6339 mraidkba NOA No. 08-0604.03 Expiration Date November 20, 2013 Approval Date: October 30, 2008 Pagel May 11 10 03:07p R 1 p.2 D. •••• • • • • •••••• •• •• • • '. • • • • •••••. ••••.. • • • • • • • • •• ••••• •••F * ; • • • • • • ••• • ••• •• • Nebula Glass International dba Glassier': 6. Test reports on 1) Large Missile Impact Test per, 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of a fixed impact resistant store front window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-03 -1801, dated 03/30/03, revised on 08/25/03, signed and sealed by Rafael E. Droz - Seda, P.E. (Submitted under NOA # 034923.06) 7. Tensile Test as per, ASTM-E8, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 02 -T089, dated 10/31/02, signed and sealed by Rafael E. Druz -Seda, P.E. (Subndtted under NOA # 03- 0923.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004 and 2007, dated 05/01 /08, prepared, signed and sealed by Pedro De Figueiredo, P.E. Complies with ASTM E1300 -98/02 QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). • •• • • • M1iTEIVAL CERTIFICATIONS 14. ; • notice of Acceptance No. 08- 0709.04 issued to Glasslam N.G.I., Inc. for their " • • • • Safety -Plus II Laminated Gl ass" dated 09/11/08, expiring on 08/07/13. •••• NOTICE OP ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. ' • • Statement letter of conformance and no financial interest, dated May 28, 2008, signed OO • And sealed by Pedro De Figueiredo, P.E. OOOOO 1. Notice of Acceptance No. 054620.02, issued to Glasslam N.G.I., Inc. for their Series "Supreme 003" Aluminum Storefront System — L.M.I., approved on 09/29105 and expiring on 11/20/08. E -2 ,wet Product Control f FI J NOA No. Expiration Date: November 20, 2013 Approval Date: October 30, 2008 May 11 10 03:07p H 1 p.3 ...... • • .. • • • • • •. • ••.. • • • ••. Nebula Glass International dba Glasslam NOTICE OF ACCEPTANCE: EVgDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 08 -182, Sheets 1 through 5 of 5, titled "Supreme Window System 003 — Aluminum Fixed Window", dated 05/01/08, prepared by EngCo Inc., signed and sealed by Pedro De Figueiredo, 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 along with marked -up drawings and installation diagram ofa fixed impact resistant store front window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -07 -4209, dated 10122(07, signed and sealed by Candid F. Font, P.E. 2. Test reports on 1) Large Mrssrle Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •••• along with marked-up drawings and installation diagram of a fixed impact resistant • store front window, prepared by Hurricane ne Engineering & Testing Inc., Test Report • : . TIN. HRTi -07 -2140, dated 1022/07, signed and sealed by Candido F. Font, P.E. ▪ • • . • • • .: : 3. • • • Test reports on: 1) Air Infiltration Teat, per TAS 202-94 • 2) Uniform Static Air Pressure Test; Loading per TAS 202 -94 • • • • • • 3) Water Resistance Test, per TAS 202 -94 • • • • • :. • : a%ong with marked --up drawings and installation diagram of a fixed impact resistant • ...... • • • • store front window, prepared by Hurricane Engineering & Testing Inc., Test Report • •• • • o. HETI -02 -1250, dated 09/09/02, revised on 0825/03, signed and sealed by Rafael • •: • E Drat -Bede, P.E. ( Submitted underNOA # 03- 0923.06) 4., • • West reports on: 1) Large Missile Impact Test per, 201 -94 '. • : 2 Cyclic Wind Pressers Loading Per FBC, TAS 203 -94 along with marked --up drawings and installation diagram of a fixed impact resistant store front window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 02 -1722, dated 09/10/02, revised on 08/25/03, signed and sealed by Rafael E. Droz P.E. (Submitted anderNOA # 03 5. Test reports on: I) Uniform Static Air Pressure Test, Loading per TAS 202 -94 along with marked-up drawings and installation diagram of a fixed impact resistant store front window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 03-1800, dated 03/31/03, revised on 08/25/03, signed and sealed by Rafael E. Droz -Seda, P.E. (Subrnkted under NOA # 03 0923.06) E -1 • • ••• • •• •• • • • • • • • • • • • ••• • • ••• • • ••� ••• • • • • •• • • • • •• •• •• • • • • • • • • • • • • • ••• • • • INDEX: • • • • • • SHEET I of 5 - GENERAL NOTES AND rRAMING COMPONENTS 'WET 2 of 5 - TYPICAL ELEVATIONS, reaffirm DESIGN RATING • • • • • SHEET 3 of S - SECTION DETAILS. CORNER ASSEMBLY • • ••• • • • SHEET 4 of 5 - FRAMING ANCHORAGE • • • • • • • I • SHEET 8 of 5 - GLAZING SPECIFICATIONS AND RATING, SPLIT • • • • MULLION ASSEMBLY AND FRAME CORNER ASSEMBLY GENERAL NOTES: 1- CODE THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA /BOOLDINO CODE 2007 INCLUDING THE HIGH VELOCITY HURRICANE ZONE MHVHZ /. 2- DEFINITION. 1HIS PRODUCT 1S AN ALUMINUM FIXED TYPE WINDOW DESIGNED, CONSTRUCTED AND TESTED TO PROVIDE PROTECTION rRDM WJNQRICAME FORCE WINDS AND WIND BORNE DEBRIS tLARGE MISSILE) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. 3- POSTING •GLASSLAN NOI INC. POMPANO BEACH - FLORIDA NIAMI -DADS COUNTY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS. THE DESIGNED LOADS MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT 05 ENGINEER FOR EACH SPECIric PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOVABLC,WINDOV PRESSURE S- MATERIAL. ALL ALUMINUM PARTS TO BE 6063 -16 ALLOY AND GLAZING TO 8E LAMINATED GLASS AS SPECIFIED ON 1HIS APPROVAL. 6- FASTENERS' ASSEMBLY SCREWS AND ANCHORS SHAL.L BE AS • AND LOAD AS PER THHIS�APPROVAL A A INSTALLATION ARMOR QUANTITY SPACING MUST NOT EXCEED THE MAXIMUM LIMITS SPECIFIED 8Y THIS APPROVAL, 7- USE 17 SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR. ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FULLOVINTs 7. 1- THE STABILITY Or THE STRUCTURE WHERE THE PRODUCT 1S TO BE ATTACHED INSURING PRCPER ANCHORAGE. 7,2- THE SITE SPECIFIC PROJECT CRITERIA. SUCH AS BUT NOT UNITED T0, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7. 3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECI. 8- 33 I/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN or THE ANCHORS FOR THIS PRODUCT APPROVAL, 8055558, W000 SCREWS WITH 1.6 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED. 9- DISSIMILAR MATERIALS MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL, THAT COME IN CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS,OF 2007 FLORIDA BUILDING CODE. • • • • ••• ••• •• ••• •• oo • wrv►� - � ge I Ie I4 4 A13 1- NGI -t SPLIT MULLION ALLOY. 6063 -T6 2- NO1 -2 PERIMETER FRAMING ALLOY. 6063 -T6 LC: • 4. 50 4 13 ftIAMING COMPONENTS •• 3. N01 -3 'SCREW COVER ALLOY. 6063 -76 4- NGI -4 MECHANICAL HOLD ALLOY. 6063 -76 •es Ale 1 • IB 30 5- NOS -5 INTERMEDIATE HORIZONTAL ALLOY. 6063-16 i — I �� d 6- NG1 -6 FILLER PLATE ALLOY. 6063 -T5 dT 7- NGI -7 SPLIT MULLION 71E PLATE ASTM A36 S7EEL 0. aL 8- NO1 -8 REED RUBBER PART 48090 9- EED RIBBER PART 84020 1143 V MANUFACTURER GLASSLAM Inc. 1601 BLOUNT ROAD POMPANO BEACH - FL 1E13(954) 975 -3233 FAX• ( 954) 975 3220 PRODUCT: SUPREME WINDOW SYSTEM 003 ALUMINUM FIJI&0 WINDOW Novmdm Engels .hnr. them 0914 W. Smite 844 404 PIaMAdv4 R. 33313 ENGC010A0LCOM OCT 2008 Bad Pa4.oD8 n11od•do PO MO DRA7T111G+ MIAMI-DAOE 8580: LWk9t tCa e vBMP 4 PIF..J 41 DS' Date: 05101A18 thalc NA CLOP br PPM' Drawing Number 08 -102 SHEET 1 of 5 08 CC f+ r Egat4 tricio 1111Z EIiiT,Tmi VMS' SEDANS cilium van MA LIM Kum EA;FIr L1U" 108 11111H1111 1 IMIINSII 111•311-t1111111 tam climil ILIUM wil.-111 leoj IM 11 salrEllIN mrain 72.0 A 4 NOM SHttr S FOR MAXIMA O.A2 RAIL USE TMe MIMMM I VALLE OF TABLE 1 AND 0.ATI66 RATE • • ••• • • • . • • • • • • • •• ••• • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • ••• • •• • • • S • • : TYPICAL. ELE"VATIOP »A!►ZDiDESII • • • ,RAI JG LIMITED MODULES SEE TABLE 1 FOR SEE TABLE 1 FOR MAXIMUM MODULE [ MAXIMUM MODULE 66 1/2' . 66 1/2' MAX. DLO MAX. DLO b // • • • • • . SET •TAL! FSig • MAXIMUM E .• 40/r • " — MAX. DLO 0- MULTIPLE MODULES •• TABLE 1. MULTIPLES MODULES RAMIN4 MAX. DESIDNEDRATE •• ••• •• • • • • • • •• • •• • • • • • • • • • ••• •• ^-- ---12' MAX. re-- -- --66¢• MAX. DLO ----I SINGLE MODULE MAX DESIGNED RATE: Pd= t100 PSF SEE SHEETS FOR K 1ION CLAIM RAM IDE TIE 51511401 VALUE OF rim* RATE AHD 100 P9 MANUFACTURER GLASSLAM N.Q.L, Inc. 1601 BLOUMT ROAD POMPANO BEACH - FL TELL (9849 973 -3233 FAX' 4954) 979 3228 PRODUCT: SUPREME WINDOW SYSTEM 003 ALUMINUM FIXEDIAINDDW EnRheelrr £ng(n Inc% CAWS Wit W. Mahe Brod. PRIMAa, FL 33319 ENGCOCAOLCOM OCT 0 2008 Ellwood Foie Mongoode P SIM DR•rTM P DRA 1111;MSBE MIAMI-CARE EaO: Daly 03101,91 1aeIe: NA D•Hpner:PPMF Drawing Number 08 -102 • SHEET 2 of 5 • • .. • • • • •• • • • • •• • •• • ••• • • • • 0040 • • ▪ • • • • S . • • • ••• ... • • • • .. • • • HEADER ANCHORAGE 4 FOR IL INTERN, H�7rZ. SILL ANCHORAGE SEE SHEET 4 FOR DETAIL • 0 • • • • • . • TYY ICAL6bcituS .;. - . • HOLLOW MULLION JA71B ANCHORAGE SEE SHEET 4 FOR DETAIL /44 M x. SH DLU V)NDOV I+tOWI.E JANE MANUFACTURER: GLASSLAM N.G.I., Inc. • Ism ALOUNT ROAD POMPANO REACH - FL TEL' (954) 975 -3233 FAx + t954) 975 3228 PRODUCT SUPREME WINDOW SYSTEM 003 ALUMINUM FIXED MOM Ensoneectra EngUJc 3ttr. (4k 4114 4871 w. (maw 8rt 144 1440314n, FL 33313 ENGCD4AOLCDM OCT O' 2008 I>e DRAFTING PK�FT ING&MOIV 1DAM FDADE 8CCO: Daft 6 V1l4 SIIIW: NA Dedpn DT: PPMT Drawing Number 08 -102 SHEET 3 of 5 •• •• ••• • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • ••• • • • • • • • •• •• • • • • • • • • • • ••• • • • • • • • • tf 1 t C ANCH 4RAGE AS T -0 c: TYPICAL CLUSTER OF 4 ANCHORS TYPE A OR 6 ANCHORS TYPE D OR C 6 TYPICAL CLUSTER OF 4 ANCHORS TYPE A OR 6 ANCHORS TYPE B OR C 14 3/4' OC. MAX. 14 3/4' ac. MAX 14 3/4•_ 1 CC. HA%, CLUSTER OF ANCHORS AT MUWON LOCATION • •• • s TYPE A ANCHORS CLUSTER Or 4 ANCHORS TYPE D 0.4 C ANCHORS CLUSTER OF 6 ANCH1PS •• ••• •• • • • • • • •• • •• • • • • • • • ••• •• • ••• • g Hr a TYPE A ANCHORAGE TYPE 5 ANCHORAGE TYPE C ANCHORAGE 1/4' TAPCON DY ITV BUILDEX kli 1/4' TAPCON BY ITW BUILDE% til IX PT WOOD BY (FIFERS CONCRETE 1/4' TAPCON BY ITV BUTLDEX 2X PT MOD DT OTHERS TYPICAL ANCNUR' A- 1/4' TAPCDNS V/ HPO 1 3/4' EMBEDMENT 1NT0 3000 PSI CONCRETE WITH 3' COOL OITTANCE B- 1/4' TAPCONS W/ MIN. 1 3/4' ENBEBNENT INTO 3000 PSI CONCRETE 01TH 3' EDGE DISTANCE WITH FRAMING 00ER 1X PT 0000 BI>ZR. C- 1/4' 1APCONS 0/ 01N. 1 1/8' EMBEDMENT INN MI PT 0000 EUCit IS6)e.55) 81112 1/2• LOGE DISTANCE. MANUFACTURER' GLASSLAM N.G.I., Inc. 1601 BLDUN7 ROAD POMPANO EACH - FL TEL' ( 954) 975 -3233 FAIb 4954) 975 3225 PRODUCT: SUPREME WINDOW SYSTEM 003 ALUMINUM FIXED W 000W E iEng(io cam 6 9 71 0' . Sundt* R .104 PlenIDSen. 8.33313 EN630eA0L,00M Brow 0411 Rom Ds%Wide PaM IA DRAFTING PSU UMIllaMORE MIAMM3A0B BCCO: 0310: 0804400 Sale: NA 041 br PPMP Drawing Number 08-1 pa SHEET 4015 GLASS TYP OVERALL L S 4.. MAX IMUM R gl aL0 If DLO (( �] I�1L l it IIA nINIFAINIIMi£rLT ROM TTAI1i�Z IIILIZMfiallill7C II aid. rJ?�k11[ 1.ill c' ' L'°iiii' , •X>ti F i `�� ; � y �■GL>• ° TiR IWIM UMIIIN�E1TL1111R 111M111111JMN wl IMAM M Wilimir E34l;11PrI U inC1 l MTA:9m IELINT7 7 1! l 'T' ____ •• .• ••• • • • ••• • • • • • • • • •'•'• • • • • • ••• • • • • ••• 110 %3 /4' PHSMS 3' FROM ENDS AND 8 3/8' • MAXIMUM CC. FRAME CORNER ASSEMBLY TYPICAL 914X1 PHSMS AT SCREW SPLINES GLA7.AV� • • • • • .•• • • • • • • • • • • • • ••• ••• . • • • SPLIT MULLION ASSEMBLY 3/8'X2 1/2' HEX CAP BOLTS W/ SPLIT WASHER AND NUT 110 %3 /4' PHSMS 3' FROM ENDS AND 8 3/8' MAXIMUM DC. (f10t uhonn> GLAZING NOT SHOWN FOR CLARITY MANUFACTURER: GLASSLAM N.G.I., Inc. 1601 BLOUNT ROAD POMPANO BEACH - FL TEL' (934) 975 -3233 FAX: (954> 975 3225 PRODUCT: SUPREME WINDOW SYSTEM 003 ALUMINUM FIXED WINDOW EnonesdA EngaSL Jur. 8A1015 OM W. &Mali Blvd 104 PluNadan, FL 33313 ENOCO®AOL.CO W OCT 01 '20014 EnOnwt8111 Pedro DeF PE OMHO8 DRAP'TINOs PK 6fl FUNN MWNI.OAD8 BCCO: F80 1.44preth PM* tropmeo Datx08101D8 Saab: NA Design try: PPMP Drawing Number .08 -102 SHEET 5 of 5 May 11 10 03:07p A • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nebula Glass International dba Glasslam 1601 Blount Road Pompano Beach FL 33069 SCOPE: 1 • • Mf3 1 1. a T; RATING: Large and Small Missile Impact Resistant • •ABIL ! ' : ch u nit shat bear a permanent label with the manufacturer's name or logo, city, state and • • £otlowbgstatg cn iami -Dade County Product Control Approved ", unless otherwise noted herein. • p.1 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade,eov/buildinucode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction _(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AAJ (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as descn' bed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Supreme 003" Aluminum Storefront System — L.M.L APPROVAL DOCUMENT: Drawing No. 08 -102, titled "Supreme Window System 003 Aluminum Fixed Window ", sheer l through 5 of 5, dated 05/01/08, prepared by EngCo Inc., signed and sealed by Pedro De Figueiredo, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptant nribd expiration date by the Miami -Dade County Product Control Division. f ;,NO* :i1;44 ::lie considered after a renewal application has been filed and there has been r **bib building code negatively affecting the performance of this product. S€ON a NOAi • w occur after the expiration date or if there has been a revision or change £nn the eriat e, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any produCtIgitsales, advertising or any other purposes shall automatically terminate this NOA. Failure t•conaply wl an %section of this NOA shall be cause for termination and removal of NOA. E DYERTISVI E ST: The NOA number preceded by the words Miami -Dade County, Florida, and • foikwted 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 # 05- 0620.02 and consists of this page 1 and evidence pages E-I and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • 10 C APPROVED Shores VNE• BY DAIS P OVE=D ZONING DEPT BLDG DEPT SUBJECT i O CLMPI.IANCE WITH ALL FEDERAL , E Al D C;C N ,Y ,?l II PS ANn sPni ii ATInMQ NOA No. 00-0604.03 Expiration Date: November 20, 2013 Approval Date: October 30, 2008 Page 1 May 11 10 03:O7p R 1 p.2 Nebula Glass International dba Glasslam NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, dated 05/01/08, prepared, signed and sealed by Pedro De Figueiredo, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. 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. .P' • • . STATEMENTS • •' • 1. : 5t &tement letter of conformance and no financial interest, dated May 28, 2008, signed andsealed by Pedro De Figueiredo, P.E. • • .OTHER .• • • • • 1. :. Nance of Acceptance No. 05- 0620.02, issued to Glasslam N.G.L, Inc. for their Series • • • "€upreme 003" Aluminum Storefront System — L.M.L, approved on 09/29/05 and • • • ttpiring on 11/20/08. • • .• • .• • • .• • •. • .. • • •... • • 6. Test reports on 1) Large Missile Impact Test per, 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of a fixed impact resistant store front window, prepared by Hurricane Engineering & Testing Inc., Test Report No HETI-03 -1801, dated 03/30 /03, revised on 08/25 /03, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted wider NOA # 03- 0923.06) 7. Tensile Test as per, ASTM-E8, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 02 -T089, dated 10/31/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA # 03- 0923.06) E -2 angel Product Control NOA No. 1-.03 Expiration Date: November 20,2013 Approval Date: October 30, 2008 May 11 10 03:07p A 1 p.3 Nebula Glass International dba Glasslam NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 08 -102, Sheets 1 through 5 of 5, titled "Supreme Window System 003 - Aluminutn Fixed Window", dated 05/01/08, prepared by EngCo Inc., signed and sealed by Pedro De Figueiredo, 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 along with marked -up drawings and installation diagram of a fixed impact resistant store front window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -07 -4209, dated 10/22/07, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a fixed impact resistant store front window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HE PI-07 -2140, dated 10/22/07, signed and sealed by Candido P. Font, P.E. 3. 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 along with marked-up drawings and installation diagram of a fixed impact resistant • • • • • • store front window, prepared by Hurricane Engineering & Testing Inc., Test Report • "" : Nd..HETI -02 -1250, dated 09/09/02, revised on 08/25 /03, signed and sealed by Rafael • • • E. ISroz -Seda, P.E. (Submitted under NOA # 03-0923.06) • • • 4. : FM reports on: 1) Large Missile Impact Test per, 201 -94 • 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 .. • • . •• • • ': • :. akasg with narked -up drawings and installation diagram of a fixed impact resistant • • • storg front window, prepared by Hurricane Engineering & Testing Inc., Test Report • • Mi HETI -02 -1722, dated 09/10/02, revised on 08/25 /03, signed and sealed by Rafael • • • • E: Vroz -Seda, P.E. (Submitted under NOA # 03-0923.06) • • • • • • • • 5. "'Nest reports on: 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94 • • • •••• • • slorz with marked-up drawings and installation diagram of a fixed impact resistant • • store front window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1800, dated 03/31/03, revised on 08/25 /03, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA # 0300923.06) E -1 Manuel P y E. Product Control E : er NOA No. 0 . x • .03 Expiration Date: November 20, 2013 Approval Date: October 30, 2008 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• INDEX: • • • • • • • • • • • • • • i •• • • • • •• SHEET 1 of 5 - GENERAL NOTES AND rRARI1 CENTS • • • • • • . • • • • • SHFF.T 2 of 5 - TYPICAL ELEVATIONS, FRAMING DESIGN RATING SHEET 3 of 5 - SECTION DETAILS, CORNER ASSEMBLY •• • • • •• •• •• SHEET 4 of 5 - FRAMING ANCHORAGE • • • •' • • • - SPEET 5 of 5 - GLAZING SPECIFICATIONS AND OTI!G *IT P• • • • • MULLION ASSEMBLY AND F • R R SS L : S. . • • • d GENERAL NOTES: 1- CODE THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2007 INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ >. 2- DEFINITION THIS PRODUCT IS AN ALUMINUM FIXED TYPE WINDOW DESIGNED. CONSTRUCTED AND TESTED TO PROVIDE PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS ILARGE MISSILE) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. 3- POSTING 'GLASSLAM NGI INC. POMPANO BEACH - FLORIDA MIAMI -DADS COUNTY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS. THE DESIGNED LOADS MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIrlC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOVABLE.VINDOV PRESSURE. 5- MATERIAL ALL ALUMINUM PARTS TO BE 6063 -16 ALLOY AND GLAZING TO BE LAMINATED GLASS AS SPECIFIED ON THIS APPROVAL. 1 1. 00 ..a0 41 a3 1- NGI -1 SPLIT MULLION ALLOY, 6063 46 2- 1401 •2 PERIMETER FRAMING ALLOT 6063 -76 6- PECIFIED IN THE CURRENT ENTT S DRAWINGS. INSTALLATION N • I t � AND LOADS AS PER THIS APPROVAL ANCHOR QUANTITY 6 SPACING MUST NOT EXCEED THE MAXIMUM LIMITS SPECIFIED BY THIS APPROVA, 7- USE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING 7. I- THE STABILITY Of THE STRUCTURE WHERE THE PRODUCT 1S TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECLrIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS. DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJEC 1. 8- 33 I/37. INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN Cr THE ANCHORS FOR THIS PRODUCT APPROVAL, HOWEVER. WOOD SCREWS WITH 1.6 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED, 9- DISSIMILAR MATERIALS MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL, THAT COME IN CONTACT WITH OTHER DISSIMILAR NATERIAL.S SHALL MEET THE REOUIREMENTS, 2007 FLORIDA BUILDING CODE. 3- N0I -3 'SCREW COVER ALLOY, 6063 -16 4- N0I -4 MECHANICAL H ..D ALLOY+ 6063 -16 FRAMING COMPONENTS ass a le a IS 50 5- NO1 -5 INTERMEDIATE HORIZONTAL ALLOY 6063 -76 d T 6- NG1 -6 FILLER PLATE AI-LOY, 6063-75 d 7- NG1 -7 SPLIT MULLION TIE PLATE ASTM A36 STEEL 8- NGI -B REED RUBBER PART 08090 9- NOI -0 REED RUBBER PART 04020 0. 13 MANUFACTURER: GLASSLAM N.G.I., Inc. 1601 BLOUNT ROAD POMPANO BEACH - FL TEL 975 - 3233 FAX 975 3225 PRODUCT: SUPREME WINDOW SYSTEM 003 ALUMINUM FIXED WWNDON Engineering Engtla ilnr. Gabe 8071 W. Sunrise SMd 100 PNanlatan, 77 33813 ENGOOt1s OLCCM OCT 1`2008 SWAM Std Padro 03 AVOW* PIT 32951 DRArrPNW PK681F/189aM08E Dk MIAMI -DADS OCCO: Pa0DUC7REVESO AeleyameP OaVittito 1353) !SSlsi A Date: 09101030 Stele: NA Dead by: PPNIP Drawing Number 08-102 SHEET 1 of 5 r0DUL FH P• C1114111111 IIIEW41111111 mum 96 II IMAM VIP_ I■Ewz)r IFS Chilli _I_ ICAMMIll 109 ♦A11111 ilg.: ri 11111M_)111111 .0 Wa 48 0 rani. 120g fiA011111 4 72.0 6 42 0TE1 SW 5 TEA RAxMMAT EtA2)NG RATE USE PS mitt VALUE IT TABLE I AND GAINS RATE • • ••• • • • • •• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • •• • • . • • • • T 1 • iPICRrL • ELEVATICIN§ AND DESIGN RATING ••• • • • •• • ••• ••• ••• • _SEE TABLE 1 FOR MAXIMUM MODULE 66 i/2' MAX. DLO -1 UNLIMITED NODULES SBE•TABLE•1 FOR vrttr 1.-1:11A)* 6 /8 6.1 01.0 • • • • • • • •SEE TABLE 1 f'11R • 'i —tAxrM McVE • •• 1 66 1/2 • • • 1• • DL • • • • •X• •• MULTIPLE MODULES TABLE 1- MULTIPLES MODULES FRAMING MAX. DESIGNED RATE 72' MAX. FU 661' MAX. DLO--"' I SINGLE MODULE MAX. DESIGNED RATE: Pd= /100 PSF SEE SHEET 5 FOR HAM MAWE RATE USE DE MINIMUM VALE W GLAZING RATE AND 100 PSF MANUFACTURER GLASSLAM N.G.I., Inc. 1601 BLOUNT ROAD POMPANO BEACH • FL TEL, (954) 975 -3933 FAX, (954) 975 3225 PRODUCT: SUPREME WINDOW SYSTEM 003 ALUMINUM FI1(EDIMNDOW Ergkaet v Eno To :Bur. G3if w. anise e4 104 • PIentUon. FL 33313 ENGCD@AOLCOM OCT 0 1 2008 Engineer Sail Pd PH WM DRAFTING PKDRAITIESEl8RE M1AMI DADS BCCD: Oats: 05111 011 Sole: NA Man Cr. PPMF Drawing Number 08 -102 SHEET 2 of 5 • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • ••• i • • HEADER ANCHORAGE SEE SHEET 4 FOR DETAIL SILL ANCHORAGE SEE SHEET 4 faR DETAIL ••• . • • •• • • •• • • • • • • • • • TYPi4.AL tEtTIONS • • • • • • • • ••• ••• ••• • O INTERN. HIRIZ. SILL 1/4• MAX. SHI HD W MULLION JAMB JAMB ANCHORAGE M SEE SHEET 4 FOR DETAIL a n i DLO WINDOM MODULE 0 SPLIT MULLION JAMB 1/4' MAX. SH M � ASSEMBLY JAMS ANCHORAGE SEE SHEET 4 FOR DETAIL M M --- DLU- -� VINDOV MODULE MANUFACTURER: GLASSLAM N.G.I., Inc. • 1601 RLOUNT ROAD POMPANO BEACH - FL. TEL (954) 975 -3233 FAX (954) 975 3225 PRODUCT. SUPREME WINDOW SYSTEM 003 ALUMINUM FIXED WNDOW Engineering Engolu 3 nr. CA6119 8971 W. awNar 9Nd. 104 PMnatlan, FL 33313 ENOCD®AOLCOM OCT 0' 2009 Enable! 8eat Pee. PE ! DRAFTING Arar MIAMFDADE BCCO: PRODUCT RRVIDLD a sam 04021911114 Date:OS101= Sete: NA Dear PPMF Drawing Number 08 -102 SHEET 3 of 5 r 0) • • • •• • • • ••• •• • • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • Nf TYPICAL CLUSTER OF 4 ANCHORS TYPE A OR 6 ANCHORS TYPE D DR C r- 8 nJ CLUSTER OF 4 ANCHORS I 1 p _14 3/4'.____4 OC. MAX. TYPICAL CLUSTER Or 4 ANCHORS TYPE A OR 6 ANCHORS TYPE 9 09 C 1 62 6i 14 3/4'OC. MAX. MINION 14 3/4'0C. MAX. -J • ••• • • • • •• • • •• • • s • • •• • • • • • • • • • •• • In s • r - -. - I I 1Ifl: I 1 i 14 3/4' - 4 14 3/4'____1 OC. MAX OC. MAX. � L. f 1 MEADER OR SILL • • • s F+ M44�G A K 1ORAGE LAY -OUT • • • • • • • s • • • •• • • • •• • • • • • • • CLUSTER OF ANCHORS AT MULLION LOCATION HEADER OR SILL 1 6 :1 • • • x d 'v. E _1 TYPE A ANCHORS CLUSTER Or 4 ANCHORS DETSILSIRS4 (ErMIL 5 OR 24 6 TYPE 9 DQ C ANCHORS CLUSTER OF 6 ANCHTR$ TYPE A ANCHORAGE TYPE 8 ANCHORAGE !Anal -L Ow- 'TYPE C ANCHORAGE 1/4' TAPCON BY ITV BUILDEX X11 CONCRETE 1/4' TAPCON BY ITV BUILDER 15 P T W009 BY OTHERS CONCRETE 1/4' TAPCON BY ITV BUELDEX - PT WOOD BY OTHERS TYPICAL ARUM A- 1/4' TAPCDNS V/ MIN. 1 3/4' EMBEDMENT INTO 3000 PSI CONCRETE WITH 3' CDOC DISTANCE 9- 1/4' TAPCDYS V/ MIN. 1 3/4' EMBEDMENT INTO 31100 PS1 CONCRETE V1TH 3' EDGE DISTANCE WITH FRAMING OVER 1X PT VOID BUCK. C- 1/4' TAPCONS V/ MIN. 1 1/2' EMBEDMENT INID 25 PT VOOD BUCK CSG)., 55) VITI1 2 1/2' EDGE DISTANCE. MANUFACTURER ' GLASSLAM N.G.I., Inc. 1601 BLOUNT ROAD POMPANO BEACH - FL 7EL'(954> 975 -3233 FAX■(954) 975 3225 PRODUCT: SUPREME WINDOW SYSTEM 003 ALUMINUM FIXED WND0V £ng(4oJnr. CA81111 6971 W. Seu5. MW. 104 PIanta:1 . R. 33313 EN000 A04COM Nina 6etd P.•.0. %o ft* Pe x2400 aRArTINCa PSIIRAFI IISaERE MIAMI -DADS BCCO: Dec OSIDVOS SRAM: NA Design try: PPMF Drawing Number 08-102 SHEET 4 of 5 • ••• • _X -IE. AMIRA F cao otaiimuiNiNi 1G T L1TE MAXIMUM RATE MW MAX. AREA 01.0 WIDTH DLO HEIGHT nm-kkli r a GLASS OvERALL IN E TYPE THICXNESS LITE TYPE INTERLAYER AIR GAP ' 7/16' /16 T .MP >EZI1011MCQZZCCCdAIEDC11811.NIEVi � li �f� Cli.�'Y INIkil •.0•r• AF Ty P _ 90' 'Ai'E7Y =L 1/4 /A �I(�Q�®Y��� MIDEMIK221111WMINIIMEEINIEOMP2E123110WARI <:I,L`(TiEro>• *100 r � 21.R L7[13tk "' •• 0 � r E ��u� rylrliE.'f!y� • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• #10X3/4' PHSMS 3' FROM ENDS AND 8 3/8' MAXIMUM OC. GLAZING SPECIFICATIONS • ••• • • • • • • • •• • • •• • • • • •• • • • • • • • .. • • • • • • • • • • a •• • • • • •.••• •• FRAME CORNER ASSEMBLY • TYPICAL 1114X1 PHSMS AT SCREW SPLINES SPLIT MULLION ASSEMBLY 3/8•X2 1/2' HEX CAP DOLTS W/ SPLIT WASHER AND NUT up G ti �LAZING NOT SHOWN CLARITY J #10X3 /4' PHSMS 3' FROM ENDS AND 8 3/8' MAXIMUM DC. (not sheen) MANUFACTURER: GLASSLAM N.G.I., Inc: 1601 BLOUNT ROAD POMPANO BEACH — FL TELr (934) 975 -3233 FAX1(954) 975 3225 PRODUCT: SUPREME WINDOW SYSTEM 003 ALUMINUM FIXED WINDOW Engineering Eng(Ci 'Sur. CA 8116 8971 W.8 ndseBlvd 104 Plantation, Fl. 33313 ENOCNIA0L.COM OCT 0 1100 Erel6•e? seal Path* De Wakedo PE 1S DRAFTIN0 P.I OfAf ING i 401E MIAMI.DADE 8CC0: PRODWr asvlb're R1 e(eapi:4lkt1•1lHej' twEILLmoft Date: 05/01/08 Seale: NA Design by: PPMF Drawing Number .08 -102 SHEET 5 of 5 3 01 3) a CO Scheduled Inspection Date: May 11, 2010 Inspector: Bruhn, Norman Owner: Job Address: 9705 NE 2 Avenue Project: <NONE> May 10, 2010 Miami Shores, FL Contractor: JOE ANON GENERAL CONTRACTOR Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 140475 Permit Number: WS -4 -10 -618 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060134230 Phone: (305)823 -3113 SINGLE DOOR INSTALLATION. AND FIXING ONE OPENING (GLASS ONLY) Passed Faiie Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments /rJ, %v lASeoild J,eS ,ia7 ,/nak,C AJ Page 16 of 30 Protect Address 9705 NE 2 Avenue Miami Shores, FL 1132060134230 Block: Lot: CARLYLE V D COCHRAN & SHE Owner Information CARLYLE V D COCHRAN & SHEILA S CC 9628 NE 2 AVE #A MIAMI SHORES FL 33138 -2767 Contractor(s) Phone Cell Phone JOE ANON GENERAL CONTRACTOR (305)823 - 3113 Type of Work: FIXED GLASS & DOOR INSTALLATION No of Openings: 2 Additional Info: IMPACT Classification: Commercial Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Work without Permit Fee Total: Amount $3.00 $1.00 $140.00 $3.00 $4.00 $140.00 $291.00 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 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 03, 2010 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Expiration: 10 /26/2010 Parcel Number Phone Pay Date Pay Type Amt Paid Amt Due Invoice # WS -4-10 -37571 05/03/2010 Check #: 1013 $ 241.00 $ 50.00 04/28/2010 Check #: 1001 $ 50.00 $ 0.00 Applicant May 03, 2010 Date Cell Valuation: Total Sq Feet: $ 5,000.00 34 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.(05/0 + FAX FOLIO NO.11°3206-0/ • a. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FLO DA, COUNTY OF DADE HEREBY CER I &PI/fi! e'inthuso THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the followingtin'founatbn d is provided in this Notice of Commencement. vy 3. Owner(s) name and address: A /5 123.01 -52 PAGE 4 W02 P1A VIA 4. Contractor's name and address: A I CI I I I I j n I 5. Surety: (Payment bond required b y owner from contractor, if any) ,irn Name and address: Amount of bond $ 6. Lender's name and address: 40. 9i9ION # DD783058 CFN 2010R0290158 DR Bk 27268 Ps 3223i (ips) RECORDED 04/30/2010 13 :49008 HARVEY RUVIH► CLERK OF COURT MIAMI -DADE' COUHTY► FLORIDA LAST PAGE , ft L 20 _ ilJf, , Gore .' T r D.C. Mot tI ie a copy of tho 111111111111111111111111111 0 1. Legal description of property and ctreetlac+ Tress: 1 5 5,T i 4 4z 1,..b4 O 171 i SkO (E sec 1 AM I 46 X 0 _ 7 0 44574.53-L. 4 5 � C i i t - L s 5iic !SO ola a346z AO .4 24 . '6"' 1 OR 0-3 -Zo moos 00 702. ev � e. mod- 01-(1 01-(1 - 2. Description of improvement: a f(4C 'tt...0 of r eQmO teV.)0O(z 42. O. d'L / 33!323 Interest in property: Name and address of fee simple titleholder: 5 / %O4'c 5 1440 b /iC) G ( 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 Commenc ment: (the expiration date is 1 year from the date of recording unless a different date is specifle G6 ifr Signature of Owner Print Owner's Name .erehD %S• Sworn to and subscri m ed before me this .. day of 496 , 20 ARACELYS M HERNANDEZ Prepared by "L)'e 41-70- Address: / to co 3 k.) O o si sitactcm expires: 4, n Notary Public Print Notary' ' ame My commission expir Ol 4��� Miami Shores Village BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING g3w Owner's Name (Fee Simple Titleholder) 4,4,01,5, Owner's A dress q 0 i - � 422' Cit . � dal 59Oij 'fate ci_ Tenant/Lessee Name Email Job Address (where the work is being done) City FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name, 1420() 6 JEQ C 07 , c :fir Phone # &c) 14.23 °- .5J ( a Contractor's Address /G 6 3 80 s ;7 Cit 1/1 41.641/ State c6. Zip fie' 0 r4F Qualifier Name 6'L^OO4 Al mAiviC/ ' � o Phone # 03C001 /6 State Certificate or Registration No. Certificate of Competency No. C;t30001376 Contact Phone(OS) a..2 5 - 3 l /.3 E -mail Architect/Engineer's Name (if applicable) aC .i ire Phone # rit). vie? - Ao3q Value of Work For this Permit $ Type of Work: Describe Work: Submittal Fee Miami Shores Villa e Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 County Miami -Dade Zip '7 � oZ } 6 75; 7 SS ware s « � / Linear Footage Of Work: cJ ❑ Addition p ❑Alteration• {,,{ ❑New Y ❑ Repair/Replace /y � Demolitioon A O O pc 4I 0 a 6/ .L:. c ( � A N ® � //� r�/ r a�i ( %dSO(c £W ( 3 ®fit., o / OS �� X �C3.y�'l.��.���'x�s "Ss r•0 Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ s f Permit Fee $ /6/0 Violation date: /.,J Zip Phone # 1,1,v '.(Ito peg d'• < .�.�1 Y° Y Structural Review. $ Total Fee Now Due $ 11 i' Z©Ta'6' {!c P 21 APR 2 8 2010 j!ij t3Y: Permit No..: �' �' f0 /c8 Master Permit No. X77 Phone 6E. .290 - 13g /-6 CCF $ CO /CC $ Sys ea /6 Flood Zone Technology Fee $ Bond $ 1 't See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a cert ified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of a2 , 20 O, by - D, ,z, , day of who i ersonally kn to me or who has produced who is As identification and who did take an oath. NOTARY P C: Sign: Print: I l a C €k j S My Commission Expir APPROVED BY (Revised 07 /I0 /07)(Revised 06/10/2009) _ ARACELYS M HERNAPi6EZ MY &8 4SSIO$ # 0D783356 Exo.gES ADM 27, 2012 (f071015? ���`!'LJ /" 1 Plans Examiner Engineer Signature The foregoing instrument was acknowledged before me this 20 Wn to me or who has produced as identification and who did take an oath. NOTARY P � IC: Sign: Print: My Commission` xp $ My 1160ANSSION #00783056 { 1 ` "t cit '�j EXPIRES April 227�, 1 Zoning Clerk checked STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESr CONSTRUCTION INDUSTRY LICENSING B 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -078 ANON, JOE JOE ANON GENERAL CONTRACTOR INC 1663 WEST 80TH STREET HIALEAH FL 33014 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information aboui our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! ;CHARLIE CRIS,T: GOVERNOR ' 07 2008 070518374'q: CGC001376 "' The GENERAL CONTRACTOR ', r4 %Named 'bel:ow, ,IS..CERTIFIED ';Under the provisions of:' Chapter• . FS. F: Expiration date: AUG 31. 2010 s,p, °' .ANON, JOE a JOE ANON 'GENERAL CONTRACTOR° %''INC°"= . .•.1663 WEST- 80TH 'STREE:T�iii .k t., ., HIALEAH ''FL 33014 TATE.OF FLORIDA DETACH HERE . DISPLAY AS REQUIRED BY LAW STATE OF FLORIDA AC# 38729 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC001376 07/24/08 070518374 CERTIFIED GNERAL CONTRACTOR ANON, JOE JOE ANON GENERAL CONTRACTOR INC IS CERTIFIED under the provisions of Ch.489 BS Expiration dater AUG 31, 2010 L08072400839 DEPARTMENT OF BUSINESS 'AND PROFESSIONAL REGULATION . QNSTR.UgZION.. LICENSING BOARD SEQ #Lo8072400839 CHUCK DRAGO INTERIM SECRETARY MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2009 LOCAL BUSINESS TAX RECEIPT 2010 MIAMI-DADE COUNTY - STATE OF FLORIDA MUST BE DISPLAY D AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 549567 - THIS IS NOT A BILL — DO NOT PAY BUIN N MIS IS ONLY A LOCAL IUSINESS TAX RECEIPT. IT )OES NOT PERMIT THE {OLDER TO VIOLATE ANY iXISTING REGULATORY OR • TONING LAWS OF THE 'OUNTY OR CITIES. NOR 1OES IT EXEMPT THE (OLDER FROM ANY OTHER 1EQ RED OR YLAW THIS IS JOT A CERTIFICATION OF HE HOLDER'S QUALIFICA- IONS. 'AYMENT RECEIVED UMW-DADE COUNTY TAX :OLLECTOR: 6 0020000173 000000.00 SEE OTHER SIDE N11 /104PRXL CONTRACTOR INC 1663 W 80 ST 33014 HIALEAH gW5VI ANON GENERAL CONTRACTOR INC seclge%tRat BUILDING CONTRACTOR DO NOT FORWARD DUPLICATE STATEcab9'1376 022818 -9 WORKER /S 10 ANON JOE GENERAL CONTRACTOR INC JOE ANON PRES 1663 W 80 ST HIALEAH FL 33014 7 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 SINK INANCIAL OFFICER * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * TRUCTION INDUSTRY EXEMPTION :ertifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. :-*TIVE DATE: 04/16/2009 ON: ANON 201065263 ■ESS NAME AND ADDRESS: NON GENERAL CONTRACTOR INC W BOTH STREET :AH FL 33014 'ES OF BUSINESS OR TRADE: :RTIFIED GENERAL CONTRACTOR NT: Pursuant to Chapter 440 . 051141, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this lay not recover henelits or compensation under this chapter. Pursuant to Chapter 440.051121, F.S., Certificates of election to be exempt... apply cly within the the business or trade listed an the notice of election to be exempt. Pursuant to Chapter 440.051131, F.S., Notices of election to be exempt and certificates of to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or a no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person the certificate to meet the requirements of this section. :ERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 IMPORTANT Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who • elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt. R E Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 FLORIDA ENT OF FINANCIAL SERVICES DF WORKERS' COMPENSATION tUCTION INDUSTRY 4TE OF ELECTION TO BE EXEMPT FROM FLORIDA COMPENSATION LAW ✓E: 04/16/2009 JOE ANON 201065263 .S NAME AND ADDRESS: GENERAL CONTRACTOR INC 30TH STREET °L 33014 JF BUSINESS OR TRADE: IED GENERAL CONTRACTOR y� YY� STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION EXPIRATION DATE: 04/16/2011 JOE PLEASE CUT OUT THE CARD BELOW EXPIRATION DATE: 04/16/2011 CUT HERE 02-10-2009 AND RETAIN FOR FUTURE REFERENCE * Carry bottom portion on the job, keep upper portion for your records. :ERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 QUESTIONS? (850) 413 -1609 ® ACO/ 0 CERTIFICATE OF LIABILITY INSURANCE k ......--- --- ' c DA E(MM 11/11/09 PRODUCER Accurate 8300 West Flagler Suite 114 Miami, FL 33144 Phone (305)226 -8727 Fax (305)226 -8767 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Joe Anon General Contractor Inc. 1663 W 80 St Hialeah, FL 33014- INSURER A: Lloyds of London INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MMIDDNY) POLICY EXPIRATION DATE (M MIDDIYY) LIMITS A ❑ GENERAL V COMMERCIAL ❑ 1. ❑ LIABILITY GENERAL LIABILITY CLAIMS MADE ❑ OCCUR TPAT0000156 -01 11/21/09 11/21/10 EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurence) 100,000 MED EXP (Any one person) 5,000 PERSONAL & ADV INJURY 1,000,000 GENERAL AGGREGATE 1,000,000 ❑ PRODUCTS - COMP /OP AGG GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PROJECT ❑ LOC ❑ AUTOMOBILE LIABILITY ❑ ANY AUTO • ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS ❑ COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) ❑ ❑ GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG EXCESS/UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below ❑ WC STATU- ❑ OTH- TORY LIMITS ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS CERTIFICATE HOLDER / CANCELLATION ~ - ''` ' � � Miami Dade County ` ✓ 11805 SW 26 Street Miami, FL 33175 " n SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Lucia Estrella ATIf1\I 41%00 ACORD 25`F2001/08) QF BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING R9 Owner's Name (Fee Simple Titlehol { '.' Phone # f f4 Owner's Address 9 4-0 f N. 2' U City 11 r P.-A S a+orZ= 5` \ State d =L- • Zip 33 0 3 8 Tenant/Lessee Name 4r c o I I -SA Phone # (30-c ) 29 9,, - 3 0 Email Job Address (where the work is being done) Miami Shores Village Contractor's Company Name Contractor's Address Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 City FOLIO / PARCEL # Is Building Historically Designated YES o �" Flood Zone Q ceI..z, c„ ,, , City 3 31 J � ) 0G2. � j Stat '�� '' - �`Z:`� Zip y Qualifier Name e N . (Z f Phone # 7 c 6 )J 6 Ir..: 3 State Certificate or Registration No. VS.. '6O 675:22- Certificate of Competency No. ' COQ 5 Q® $ s Contact Phone 2 L I , / V C 75(l /✓/, E -mail '2 € w �e pe 4(r (a n p70-1 t e cam" Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 6 75 . 00 Square / Linear Footage Of Work: 3 k' 44 Type of Work: DAddition DAlteration :New Repair/Replace D Demolition �) S 7- .7,/' off' �.� /744'0) • 4 !•2 /4. X /09 �� — 39/ Describe Work: f � r/) C046-01x96 - ► )(1 s ,o.S " x 1 ®9 a8' ** * * * * * * * * * * * * * * * * * * * *** * * * * * * * ** * 7 * ** Fees******** * * * * * * * * * * ** * ** * * * * * * * * * * * * * * * Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Training/Education Fee $ q z. IN -.2' /ANC- County Miami` -Dade Zip r-gils14 Phone # L _ c 02'Z -3 Total Fee Now Due $ Technology Fee $ Bond $ See Reverse side -÷ ,..mitNo r °""1 Pk 1 3 . 2010 Master Permit Np. Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a budding permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a re' spection fee will be charged. Owner or Contractor The foregoing ' �' ent was ac owledged before me this The foregoing instrument was acknowledged before me this 7 day of Af it' , 201'1 , by 2tJBs qp,"� 'Z- , day of ii f Ik\L , 20 ;0 , by z.®wviv }fit; i 9,0!._ who is_personally kno W or who has produced o is personally known to n who has produced A 0i1i19N / As identification a n d ` ` `p �'d t f j 4 as identification and who did take an oath. ' . %,F . %; ∎SSIOIv NOTARY PUBLIC: �� ?p ��9N • • Sign: *- : -•" • — Sign: A. • Pi i a j — Print: � • #DD 808141 cam= Print: My Commission Expires: ' � l a1l "i 1 \\ ��a My Co APPROVED BY Plans Examiner Zoning (Revised 07 /I0 /07XRevised 06/10/2009) • ISCO J ABEL fz OMMISSION # DD859253 :1 ( - 3 • FlwidaNnfa Engineer Clerk checked RMAS ZENEN r ns of Ct 10 of Miami -1 OR CONTRACTING UNTIL09l30l201' V VGIgI Yo` 1 :,6 J SINESS CERTIFICATE OF COMPETENC p060 3085 -CONStRUCTION-EMCar INC STATbF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL_ REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD StUFF L09100201342 BATCH NUMBER 090168477 RR0067522 The RESIDENTIAL CONTRACTOR Named below HAS REGISTERED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2011 (INDIVIDUAL MUST MEET ALL LOCAL LICENSING REQUIREMENTS PRIOR TO CONTRACTING IN ANY AREA) DE ARMAS, ZENEN BARCELONA CONSTRUCTION GROUP INC 8951 SW 4TH LN MIAMI FL 33174 CHARLIE CRIST GOVERNOR DISPLAY AS REQUIRED BY LAW CHARLES W. DRAGO SECRETARY STATE OF FLORI E DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 06/18/2009 EXPIRATION DATE: 06/16/2011 PERSON: ZENEN DE ARRAS JR FEIN: 650944225 BUSINESS NAME AND ADDRESS: BARCELONA CONSTRUCTION GROUP INC 8951 S.W. 4TH LANE MIAMI, FL 33174 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR 11 Nqw' _. SEE OTHER SIDE DO NOT FORWARD BARCELONA CONSTRUCTION GROUP INC ZENEN ARMAS 8951 SW 4 LN MIAMI FL 33174 111{ 11ii Viii} H1ii iFi liiIiiIi1ii 11i1IIIi11Iiai111111111!'1F11 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements wilI be m. • _ • ro and in accordance with Chapter 713, Florida Statutes, the'follo7 T� . property, p �:�� � is provided in this Notice of Commencement. 1. Legal description of property and street/address: I 4 (1-- 32o — c i2 23.3 2. Description of improvement: - .PeA -G N 0 F 1 "1 �t� W a ND tow/ r` fl* 97 z • te A" % llezv 't 3. Owner(s) name and address: 2u$ -14 Interest in property: Name and address of fee simple titleholder: SH-o2z.5 LAPLD 1 NG LL 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (th8 xy a it g° 4) from the date of recording unless a different date isspe �� 9MsISSip�j•••� i4 J t9 '' • =* • Signature o Print 0 • #DD $0$141 4 )v 3 EM r, /�`� ' Z— �'. • ... Prepared by 4.3A - 500..3 i<'y Sworn to and subscribed befo this q day of Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 W02 ame STATE OF F I HERI'BY original 4/4 iR )c, ,.J 6R'c)P .271C /v'iL 1111111111111111111 1 1111111111111111111111111 CFl4 2010R024-0 326 OR Bk 27246 Ps 0858; (l ) RECORDED 04/12 /2010 14:07:07 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY: FLORIDA LAST PAGE Address: ZZ42. JIB yMz 13Lv1 t"�I.et 1 �. 33►3L Permit No: 10 -618 Job Name: April 15, 2010 Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department Building Critique Sheet 1) The contractor license provided is not licensed to do this type of work. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. March 3, 2010 Re: MJR Glass and Window Authorization for work to be done To Whom It May Concern: I, Ruben Matz, am Managing Member for Shores Landing LLC. I hereby authorize Jose Rosa from MJR Glass and Window to do the work at 9702 NE 2 Ave, Miami Shores. Thank yo Il \A Matz aging ember STATE OF FLORIDA COUNTY OF MIAMI -DADE Shores Landing LLC 714 NE 59 Street Miami, FL 33137 Tel (786) 290 -8815 The foregoing instrument was acknowledged before me this 3R day of March, 2010, by Ruben Matz as Managing Member of Shores Landing LLC. R . ' en Matz is personally known to me. 0111111111// J :V`) m ust 8,� 1 c' t z2 ; #DD 808141 • Q$ ° ' 9 Bo/JdedH ' 4 t s /, �� / / ���llll l T j j 1N 111 EFFECTIVE DATE: PERSON; ANON FEIN: 201065263 BUSINESS NAME AND ADDRESS: JOE ANON GENERAL CONTRACTOR INC 1663 W 80TH STREET HIALEAH FL 33014 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR OWC -252 CER TIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO EE EXEMPT FRAM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 04(10/2009 PERSON: JOE ANON FEIN: 201085263 BUSINESS NAME= AND ADDRESS: joc ANOn G4NII1tAL CONTRAC TOR Inc 1683 w aotm MEET HIALEAH, PL 33014 SCOPE OF BUSINESS OR TRADE: 1 - CanTIFICO GENERAL CONTRACTOR DWC -252 CERTIFICATE OF ELECTION, TO SE EXEMPT REVISED 09 - 08 zed WdL2:I]T OTOZ LE 'add ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS` COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * to CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 04/16/2009 EXPIRATION DATE: 04/16/2011 JOE EXPIRATION DATE: 04/16/2011 CUT HERE £0017Z9ES02 • '0N 2NOHd IMPORTANT 02 -10 -2009 IMPORTANT. Pursuant to Chapter 440. u51141, F.S., an officer of a corporation who elects exemption item this chapter by tiling a certificate al election ender this suction may not recover benefits or compensation under this ch■pte1. Pursuant to Chopler 440.11b02), F.S., Certificates al election to be .,xampt... apply only within the scope of the business or ',ado listed on the notice of election to be axompt. Pursuant to Chapter 440.03113). F.S., Notices el election to On uxtmpl and cartltiaetes 01 ele61100 to be exempt shall be subject le re.ocellon 11, at any time alter the Iliing el me notice ur the issuance of the certificate, me parson named on the nonce sr cartiltrate no longer meets the requiramenls of .ibis aaeaton 101 Issuance of n certificate, The department shall 1300110 a certilicate et any time for 1pllura of the purses armed en the to/111100N m m33t 1110 requIrementl 01 tbla aantien, PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE QUESTIONS? (1150) 413 -150e Pursuant to Chapter 440.05(14), F.S., en officer of a corporation wha elects exemption from this chapter by filing a certificate al election ▪ under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be Ft exempt... apply only within the Scope of the business or trade listed on E the notice of election to be exempt E Pursuant to Chapter 440.05(13). F.S., Notices of election to bo exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the nonce or the Issuance o the • certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificnte. The department shall revoke a certificate at any lime for failure of the person named on the certificate to meet the requirements of this section. * Carry bottom portion on the job, keep upper portion for your records. QUESTIONS? (850) 413 - 1809 X 3d /Qtil a l uosleu ed : Woad ro • Td WdLE:OT OTOZ 22 .udu Joe Anon 0#9tbpo AI. zr (9* A 036411 / 4 /44r7 7P‘o 2001:Z9E9212 : 'ON 3NONd STATE GENERAL CONTRACTOR RESIDENTIAL • COMMERCIAL • INDUSTRIAL 1663 WEST BOTH ST. HIALEAH. FLA, 33014 PH. S23•2113 XUAAJUI oTuoso-md : WONJ : OMB (11YOD!YY) • O4126'1) - 2 HODLCER AG.:urate THIS CERTIFICATE IS ISSUED AS ANATTER OF INFORMATION gar -4 Wes: HaEie Suz 14 ONLY AND CONFERS ND NIGHTSOPOH THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NO7 ANEJNO, EXTEND OR I am FL 3314e ALTER THE COVERAGE AFFORDED RIP THE POIJC ES BELOMI_ 'lore (70') B72 Fax 005)22 04737 737 INSURERS AFFORDING COVERAZE NAME a CERTIFICATE OF UABIUTY INSURANCE EisLoRED Joe Aran General Ccntrac:Dr Inc 1683 W130 St Hialeah, FL 33014 COVERAGES I FCLCHES OFMSUIILNCEL VIED HIVE SEEN ELSJE0 'OT.- ?RMIR?DEAUED FORIE.E POLICY PERI O NDICAIEED. V017ATH3TMpv3 ANl: FECUTAENEIT. "TERM OROO4JTICN 3f ANY COAITR•CT CR OTHER DCCLUEIIT A' 'II RE>PECr TO NH CH Ta S CERT RCATE NM OR ANY PERTAIN. THE IN URANCE AFFOIOV, BY THE P .ILLS EESCIi3EO HERRN IS !.EJECT TO AIL 'i= TERMS. E CCI:..31CNS f.147 CCACrr.,NS OF SUCH POLICE: AOGREGO METE; SHOONWCF BE3$RECUCEOBY LT 4]T_ TIPE OFIASURARCE aOLIGYKLIMEK P T ENm rfl t CATerIN+a ,C M LH1'5 C ❑ G[NERALLIABILITY COMVEFCIAI.GENERA_ LNBI_Rti f PAT OOO 4•1 ❑❑ C MACE ® Q JR OEM A.O^.AE3ME LIM T A'FL'ES PE ] PCLt i ❑PRMECr C Lac AU?•OMOBLELEABIUEY ] .wNAUTD ALLOWED AMOS EC AIU - 011 _ HIREDABirOE 43N OWNEC AUTOS BARAGE LIABILITY ] A[7Y ?UTC En?SET mRELLJLuua urr ] occur.. ] CLAMS LADE ] CEOUC'ElE FETE'RICK wowMR5 commute)/ AND FYa LG'"_ER6 ILK UTY ANY FlOPRETOE MAEC TER ;EXECUTN'c CARCER AEMBER EICLUDEOR IT•Ra. damns lads SPECiAL PRO" SERB :clew OTHER IvSURER& Llopds d Lcmdie NNUGER B: INSURER INSURERQ ASLFER E: NSLFER F. ESCRIPBCLI CF OFE9ATIONS T LDCAIO'IS 1'iEHICLES I EJiCL MMA%ADDEO BY VDOREEMEMT 1 SPID;U PeSvaaeN5 CERTIFICATE HOLDER ACoRD 25 (?ADUDB} OF MIE*nI E "Coss .i age 10250 SE 2.1D AVE Miami S -a•ee. -. 33139 305-756-8872 EACHOCCUPSE1DE _ 1.3:"...!..).: M dWAGETdREATED 1:_'.__O • 11;11:9 11.c1i10 FRENS w ES/Ea oanel NEC EX? MeV OW perm S.XO PERSONAL& AV: mum 3,3D],.A GEraEIMLAGGRECATE 1,01 :' :0 PRCOUCTS- OCLPAOP TO COM ENEC SFMLE LEAF' ea cadet) BODILY IlMifi' :Fe ge•str0 BODILY INJURY Pa,PE RT+ 5A41,32 Par Ssor) AJEOO•LY. EAACCE7EHT OTIE+TIM.1 EA ACC AJTO ONLY AGG EAC-1 Oi!..RRENOE 4:13MEATE : Cr oltLrts ] R . EL EACH ACCIDENT --•- -• MELEE -.. -- • cl • FAEMWLCNEE _l OSEJISE - ?NE.W MET CANCELLATION SHOL.D ANY OF TH ? MOVE DES RIBEDFCLICIEBBE.;ANCELLE: EFOR! LIIRRAEICAI CATE'HEREOF, IHE OSUMI INS RULV1' LL ENDEAVOR TO VAIL 30 DAYS WRITTEN NOT CETOTHE= WADER MANED IC 1HE :EFT, But FAILURE tD DO SO SMALL HIPDIE AO CBLIDRTIOA OR L1ABILrTY 1 OP AMY NIALg UPON EH! IA BLUER, IT$AOEW7 l!l .1EPREBPJITA1NEB. ear - IORIZIM NeexeBENRAIW! Leda Estrella OACORD CORPORATION 196$ 1 c — (1 T -, �;' o U3510 — C0 1 ivi ami Shores Village APPROVED ZONING DEPT BLDG DEPTH SUBJECT 1 COMPLIANCE STATE AND C UNly BY DATE I MI tO WITH ALL FEDERAL RULES AND REGULATIONS GISELA REY, P.E. 14921 SW 30th Terrace Miami, Florida 33185 Phone (305) 551 -5092 Fax 305 - 226 -6904 By Date Sheet GR 12/25/2010 I 1 Of 4 RETAIL STORE 9702 NE 2nd AVE. MIAMI SHORES, FL WIND LOAD CALCULATION FOR WINDOWS AND DOORS `1;13MEII1'/3� a pPR 1 3 2019 BY: • • • • • •••• • • • • •• • •••• • • • •••• • • • •••• • • • • • • • • • • ▪ • • •• •• •• •• • • • • • • • • • • • • • • •• • GISELA REY, PE STRUCTURAL ENGINEER FL. P.E. No. 66366 • •••• • • •••• • • • • • • GISELA REY, P.E. 14921 SW 30th Terrace Miami, Florida 33185 Phone (305) 551 -5092 Fax 305 - 226 -6904 By GR 1 2/255/2010 I Sheet I 4 Of Project: RETAIL STORE WIND LOAD DATA ONE STORY BUILDING WIND LOAD AS PER ASCE 7/05 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET B = MINIMUM WIDTH (FT) = 62.00 H = MEAN ROOF ELEVATION (FT) = 16.50 V= WIND VELOCITY (MPH) = 146 I = IMPORTANCE FACTOR = 1.00 EXPOSURE CATEGORY = C ROOF GEOMETRY : H (FT) = 0.00 L (FT) = 12.00 ROOF SLOPE (DG)= 0.00 Kz= EXPOSURE COEFFICIENT = 0.87 Kd= DIRECTIONALITY FACTOR = 0.85 V = VELOCITY PRESSURE = 0.00256 x Kz x Kd x V x I = 40.12 PSF APPLY REDUCTION PER ROOF SLOPE LESS THAN 10 GR YES PERCENT OF REDUCTION = 10 CPI COEFFICIENTS = + / - 0.18 a = ZONE 5 EXTENSION (FT ) = 6.20 SMALLER BETWEEN : a =0.10 B= 6.20 AND a =0.4 H= 6.60 6.20 BUT NOT LESS THAN : 4% OF B= 2.48 OR 3.00 • • ••• ••• • • • • 00004104 • • 0000 •••• � • • • .•••.I 0000 • • • • • •••• • ••••: • • • •••.d' • • • • • •• •• •• •• ••••B • • • • • _ • • • • • • • • •• • • 0000 • • ••• 02- 2"5" •0l0 • • • ONE STORY BUILDING GISELA REY, P.E. 14921 SW 30th Terrace Miami, Florida 33185 Phone (305) 551 -5092 Fax 305- 226 -6904 By GR I 2/25/10 I Sh I 4 Of Project: RETAIL STORE WIND LOAD SUMMARY • MARK WIDTH IN HEIGHT IN EFF. TRIB. AREA SF ZONE 4 GCP POSITIVE PSF GCP NEGATIVE PSF ZONE 5 GCP POSITIVE PSF GCP NEGATIVE PSF ZONE 4 WL POSITIVE PSF WL NEGATIVE PSF ZONE 5 WL POSITIVE PSF WL NEGATIVE PSF SF105X109(A) FD 42 1/2 X 84 (B) TRANSOM 42 1/2 X 25 (B1) 52.50 42.50 42.50 109.00 84.00 25.00 39.74 24.79 7.38 0.81 0.84 0.90 -0.90 -0.93 -0.99 0.81 0.84 0.90 -1.09 -1.16 -1.26 39.81 41.07 43.33 -43.42 -44.69 -46.94 39.81 41.07 43.33 -51.00 -53.71 -57.78 •• •••• • • • • • • • • • ••• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • MARK No. SIZE WIDTH X HEIGHT TYPE OF UNIT NAME/ MODEL No. NOA NUMBER. PRODUCT APPROVAL No. APPROVED WIND PRESSURE DESIGN WIND PRESSURE MULLION SHUTTER REQUIREMENT POSITIVE NEGATIVE POSITIVE NEGATIVE SPAN TRIB. WIDTH YES NO IN PSF PSF PSF PSF IN IN A B B1 105 X 109 421/2X84 421/2 X 25 STORE FRONT FRENCH DOOR TRANSOM SERIES 3000 SERIES 3000 SERIES 3000 09- 0122.06 09-0105.01 09-0105.01 87.00 70.00 85.00 - 87.00 - 70.00 - 85.00 39.81 40.44 43.33 -43.42 44.05 -46.94 x x x • • GISELA REY, P.E. 14921 SW 30th Terrace Miami, Florida 33185 Phone (305) 551 -5092 Fax 305 - 226 -6904 By Date Sheet Of GR 2/25/10 I 4 I 4 Project: RETAIL STORE PRODUCT APPROVAL REVIEW • •• ••• • • • • • •• • • • • • • • 0 •• ••• •• • • • • • ••• • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • •• • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • s- s g N '" end I R(�• ...„2.„.., 9X Structural Engineering Consultants 14921 SW 30th Ter. Miami, FL 33185 Tel. 305 551 5092 Fax 305 226 S 8' -9 , 3' -1 1/2' , 3' -6 1/2° 162' // EXISTING / / ,5 STORE FRONT & DOOR TO BE REMOVED EXISTING PARTIAL FLOOR PLAN :14 -1 -0 SCALE / a ' ,,. Q � ' N W 3 Z Q O A 0 4 RETAIL STORE 9702 NE 2nd AVE. MIAMI SHORES, FL 33138 WINDOWS AND DOORS REPLACEMENT � 9 8' -9" 3'-1 1/2 3' -6 1/2 • -- • • ••. � � _ _ 1 • • EXISTING ONE STORY BUILDING •••• • • SEE ENLARGED PLAN ROOF TYPE: FIAT • •••• ' PLAN .' .: .• .• •. •• •�•• •••• • • • • v • • • • • •••• PROPOSED PArrrA,L FEOQK PLAN SCAM /' : � ' =1' -0: • .• .• .• .. SCALE: 1"=50' • • • • • • El- 16'-r • • • • • • • "• S o b TOP 0F PARAPET ••'••� •••• 0 i t NOTES: • • • •• •• •••••• •••• S NOA: 43.33 PSF -46.94 PSF 09- 0105.01 1. DESIGN CRITERIA: EL. 11'-5" TOP OF BEA WIND LOAD AS PER ASCE 7 -05 :� BASIC WIND SPEED: 146 MPH OCCUPANCY CATEGORY II (AT HURRICANE OCEANLINE), EXPOSURE "C" N A 9/16 IMPACT GLASS 41.07 PSF -44 PSF O ® v 2. PROPOSED WINDOWS AND DOORS ARE IMPACT RESISTANT. SHUTTERS NOT REQUIRED. 39.81 PSF -43.42 PSF NOA: 09 -0105 01 7/16 IMPACT GLASS NOA: 09- 0122.06 O O Drawn 9/16 IMPACT GLASS n EL. 0' -0° By: Y.I. S S Date: 02 -25 -10 Scale: AS NOTED Revision: AI, TOP OF ENTRY LEVEL \--- Revision: PROPOSED FRONT ELEVATION o2-Z5 �o GISELA REY, PE SHEET S— 1 SCALE: 1/4 ° =1' -0 STRUCTURAL ENGINEER UCENSE No. 66366 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Arch Aluminum & Glass Co., Inc. 10200 NW 67 Street Tamarac, FL 33321 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.... BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade Gounty • • • Control Division that this product or material fails to meet the requirements of the applicable bui4iir g code. :• • • This product is approved as described herein, and has been designed to comply with the Florkt i1ltiing • • • • Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series "Impact Line" Outswing Aluminum French Door — L.M.I. . . • • APPROVAL DOCUMENT: Drawing No. 08 -234, titled "Outswing Aluminum Impact Doof fien & • • • Small Missile Impact Rated ", sheets 1 through 12 of 12, prepared by the EngCo Inc., dated 12706/08, signed" • • and sealed by Pedro De Figueiredo, P. E., bearing the Miami -Dade County Product Control Ravisaor. stam • with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control • Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05 0829.08 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. • • • •• • •••• • • •••• NOA No. 09- 0105.01 Expiration Date: March 17, 2010 Approval Date: April 22, 2009 Page 1 • • Arch Aluminum & Glass Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 08 -234, titled "Outswing Aluminum Impact Door Large & Small Missile Impact Rated ", sheets 1 through 12 of 12, prepared by the EngCo Inc., dated 12/06/08, signed and sealed by Pedro De Figueiredo, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of mid panel door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -5767, dated 11/06/08, signed and sealed by Carlos S. Rionda, P. E. 2. 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 and TAS 202 -91.. • . along with marked -up drawings and installation diagram of aluminum dOOP k e, • prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTE l . , dat 08/03/04, signed and sealed by Edmundo Largaespada, P. E. • ' • "• • • (Submitted Under NOA# 04- 1208.01) • • • • • • • • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 . 2) Uniform Static Air Pressure Test, Loading per FBC T 202 -94 . • • • • • 3) Large Missile Impact Test per FBC, TAS 201 -94 •••• 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 5) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum door line, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -4184, dated 06/18/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted Under NOA# 04- 1208.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by the EngCo Inc., dated 12/19/08, signed and sealed by Pedro De Figueiredo, P. E. Complies with ASTM E1300 -98/04 E -1 .E. Product Control : a ner NOA No. 09 -0105.01 Expiration Date: March 17, 2010 Approval Date: April 22, 2009 • • • Arch Aluminum & Glass Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. STATEMENTS 1. Statement letter of conformance and no fmancial interest, dated December 10, 2008, signed and sealed by Pedro De Figueiredo, P. E. .... 2. Laboratory compliance letter for Test Report No. FTL -5767 issued by F®neltration '... •' .... Testing Laboratory, Inc., dated November 06, 2008, signed and sealed by Carlos S. : • • • • Rionda, P. E. • 3. Laboratory compliance letter for Test Reports No. FTL -4184 and FTL -42 issued . ' • : • • • by Fenestration Testing Laboratory, Inc., dated June 18 and August 03, 2D4104.signed. .... and sealed by Edmundo Largaespada, P. E. • • • • (Submitted Under NOA# 04- 1208.01) " " " 00 ::: . G. OTHERS • • • 1. Notice of Acceptance No. 05- 0829.08, issued to Arch Aluminum & Glas G for. •.. 0000 their Series "Aluminum Outswing Doors Line — L.M.I. ", approved on 01/05/06 and • • • • expiring on 03/17/10. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. 3. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. E -2 act,u,AC/A Manuel Per . .E. Product Control : ner NOA No. 09 05.01 Expiration Date: March 17, 2010 Approval Date: April 22, 2009 USER INSTRUCTIONS: 1- DETERMINE PROJECT DESIGN WIND LOAD PRESSURES (Poi) AS PER ITEM 4 OF GENERAL NOTES, SHEET L 2- VERIFY IF MAXIMUM DOOR OPENING ALLOWABLE PRESSURE AS PER TABLE 4, SHEET 2 IS GREATER THAN Pd. 3- VERIFY IF GLASS TYPE ALLOWABLE DESIGNED PRESSURE ON TABLE 1 /1A, SHEET 2 IS GREATER THAN Pd. 4- VERIFY IF HARDWARE ALLOWABLE DESIGNED PRESSURE ON TABLE 2, SHEET 2 IS GREATER THAN Pd, 5- VERIFY IF FRAMING TYPE ALLOWABLE PRESSURE ON TABLE 3, SHEET 2 IS GREATER THAN Pd. 6- INCORPORATE A VALID NOTICE OF ACCEPTANCE FOR THE FRAMING WHEN DOORS ARE TO BE PART OF A STOREFRONT OR CURTAIN WALL ELEVATION. GENERAL NOTES: 1- CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2007 EDITION - (INCLUDING THE HIGH VELOCITY HURRICANE ZONE) 2- DEFINITION: THIS PRODUCT IS AN ALUMINUM OUTSWING DOOR WITH LARGE AND SMALL MISSILE IMPACT RESISTANT LAMINATED GLASS. 3- POSTING: 'OUTSWING ALUMINUM IMPACT DOOR ARCH ALUMINUM & GLASS CO., INC, TAMARAC - BROWARD COUNTY - FL DADE COUNTY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS: LOADS TO BE CALCULATED, BASED ON ASCE 7, BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. 5- MATERIAL: ALL ALUMINUM PARTS TO BE 6063 -T6 OR AS INDICATED AND GLAZING TO BE LAMINATED IMPACT RESISTANT GLASS AS SPECIFIED ON THIS APPROVAL. 6- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS CURRENT SET OF DRAWINGS. 7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7. 1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7,2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT, 8- 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, HOWEVER, WOOD ANCHORS WITH 1.6 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED. • • • • •••• • „XX:- PAIR Dpi • • •••• • • • • •• • • • • • • • • • • • • • J w° z ,, = 2 F-- w W Z I— V) w ¢ w 1 • • • • • • • • •• •• • • • • •_ • • • • • • • ° z X Z ¢ w ° 0 42' MAXIMUM DOOR OPENING 1 D . • X • SINGLE GtaOR • • • • • • XX DOOR IN COMBINATION WITH AN APPROVED STOREFRONT / CURTAIN WALL FRAMING TYPICAL ELEVATIONS 1 • • •••• •••• • • • • • • • • •• •• • • • • •••• • • •••• • • • • • • • • •• • • IXIC•+PAIR DOOR • • WITH TRANSOM •• •• • • • • • • I• • • A J 3 `L w a - z CZ ❑ I— = W r 1 =- 11- = = --1f- _ _.] 42' MAXIMUM (� DOOR OPENING 1 F- w w X DOOR IN COMBINATION WITH AN APPROVED STOREFRONT/ CURTAIN WALL FRAMING 42' MAXIMUM DOOR OPENING X - SINGLE DOOR WITH TRANSOM OPTIONAL MID PANEL 1 MANUFACTURER: Aluminum & Glass Ca, Inc. 10200 NW 67th STREET TAMARAC - FLORIDA TEL.: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSVVING ALUMINUM IMPACT DOOR LARGE & SMALL MISSILE IMPACT RATED Engineering: E tJ (g0 CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 3 313 ENGCO @AOL DEC i 1► 2008 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING: PK DRAFT & MORE MIAMI -DADE BCCO: PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expiration Date —0Ir •f,j By ^`� N prode t ta Date: 12/06/08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 1of12 • r 96 MAX. DOOR OPEN I NG /C MMA1MUM DOOR OPENING 7D PIMA. DOOR OPENI // // ______ / \ \ \ r 1 20' MAX. FRAME HE I • fl!' \ A A V TTrlrlr% �..�...� \ \/ \ / / 1 \ \ \ \ / .__C 72° MAXIMUM a nnnp npr JTNr; USER INSTRUCTIONS: 1- DETERMINE PROJECT DESIGN WIND LOAD PRESSURES (Poi) AS PER ITEM 4 OF GENERAL NOTES, SHEET L 2- VERIFY IF MAXIMUM DOOR OPENING ALLOWABLE PRESSURE AS PER TABLE 4, SHEET 2 IS GREATER THAN Pd. 3- VERIFY IF GLASS TYPE ALLOWABLE DESIGNED PRESSURE ON TABLE 1 /1A, SHEET 2 IS GREATER THAN Pd. 4- VERIFY IF HARDWARE ALLOWABLE DESIGNED PRESSURE ON TABLE 2, SHEET 2 IS GREATER THAN Pd, 5- VERIFY IF FRAMING TYPE ALLOWABLE PRESSURE ON TABLE 3, SHEET 2 IS GREATER THAN Pd. 6- INCORPORATE A VALID NOTICE OF ACCEPTANCE FOR THE FRAMING WHEN DOORS ARE TO BE PART OF A STOREFRONT OR CURTAIN WALL ELEVATION. GENERAL NOTES: 1- CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2007 EDITION - (INCLUDING THE HIGH VELOCITY HURRICANE ZONE) 2- DEFINITION: THIS PRODUCT IS AN ALUMINUM OUTSWING DOOR WITH LARGE AND SMALL MISSILE IMPACT RESISTANT LAMINATED GLASS. 3- POSTING: 'OUTSWING ALUMINUM IMPACT DOOR ARCH ALUMINUM & GLASS CO., INC, TAMARAC - BROWARD COUNTY - FL DADE COUNTY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS: LOADS TO BE CALCULATED, BASED ON ASCE 7, BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. 5- MATERIAL: ALL ALUMINUM PARTS TO BE 6063 -T6 OR AS INDICATED AND GLAZING TO BE LAMINATED IMPACT RESISTANT GLASS AS SPECIFIED ON THIS APPROVAL. 6- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS CURRENT SET OF DRAWINGS. 7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7. 1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7,2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT, 8- 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, HOWEVER, WOOD ANCHORS WITH 1.6 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED. • • • • •••• • „XX:- PAIR Dpi • • •••• • • • • •• • • • • • • • • • • • • • J w° z ,, = 2 F-- w W Z I— V) w ¢ w 1 • • • • • • • • •• •• • • • • •_ • • • • • • • ° z X Z ¢ w ° 0 42' MAXIMUM DOOR OPENING 1 D . • X • SINGLE GtaOR • • • • • • XX DOOR IN COMBINATION WITH AN APPROVED STOREFRONT / CURTAIN WALL FRAMING TYPICAL ELEVATIONS 1 • • •••• •••• • • • • • • • • •• •• • • • • •••• • • •••• • • • • • • • • •• • • IXIC•+PAIR DOOR • • WITH TRANSOM •• •• • • • • • • I• • • A J 3 `L w a - z CZ ❑ I— = W r 1 =- 11- = = --1f- _ _.] 42' MAXIMUM (� DOOR OPENING 1 F- w w X DOOR IN COMBINATION WITH AN APPROVED STOREFRONT/ CURTAIN WALL FRAMING 42' MAXIMUM DOOR OPENING X - SINGLE DOOR WITH TRANSOM OPTIONAL MID PANEL 1 MANUFACTURER: Aluminum & Glass Ca, Inc. 10200 NW 67th STREET TAMARAC - FLORIDA TEL.: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSVVING ALUMINUM IMPACT DOOR LARGE & SMALL MISSILE IMPACT RATED Engineering: E tJ (g0 CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 3 313 ENGCO @AOL DEC i 1► 2008 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING: PK DRAFT & MORE MIAMI -DADE BCCO: PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expiration Date —0Ir •f,j By ^`� N prode t ta Date: 12/06/08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 1of12 • r 96 MAX. DOOR OPEN I NG /t" mmA i IUM DOOR OPENING 7D PIMA. DOOR OPENI n ______ / \ \ \ \ \ 1 / / / \ \/ \ USER INSTRUCTIONS: 1- DETERMINE PROJECT DESIGN WIND LOAD PRESSURES (Poi) AS PER ITEM 4 OF GENERAL NOTES, SHEET L 2- VERIFY IF MAXIMUM DOOR OPENING ALLOWABLE PRESSURE AS PER TABLE 4, SHEET 2 IS GREATER THAN Pd. 3- VERIFY IF GLASS TYPE ALLOWABLE DESIGNED PRESSURE ON TABLE 1 /1A, SHEET 2 IS GREATER THAN Pd. 4- VERIFY IF HARDWARE ALLOWABLE DESIGNED PRESSURE ON TABLE 2, SHEET 2 IS GREATER THAN Pd, 5- VERIFY IF FRAMING TYPE ALLOWABLE PRESSURE ON TABLE 3, SHEET 2 IS GREATER THAN Pd. 6- INCORPORATE A VALID NOTICE OF ACCEPTANCE FOR THE FRAMING WHEN DOORS ARE TO BE PART OF A STOREFRONT OR CURTAIN WALL ELEVATION. GENERAL NOTES: 1- CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2007 EDITION - (INCLUDING THE HIGH VELOCITY HURRICANE ZONE) 2- DEFINITION: THIS PRODUCT IS AN ALUMINUM OUTSWING DOOR WITH LARGE AND SMALL MISSILE IMPACT RESISTANT LAMINATED GLASS. 3- POSTING: 'OUTSWING ALUMINUM IMPACT DOOR ARCH ALUMINUM & GLASS CO., INC, TAMARAC - BROWARD COUNTY - FL DADE COUNTY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS: LOADS TO BE CALCULATED, BASED ON ASCE 7, BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. 5- MATERIAL: ALL ALUMINUM PARTS TO BE 6063 -T6 OR AS INDICATED AND GLAZING TO BE LAMINATED IMPACT RESISTANT GLASS AS SPECIFIED ON THIS APPROVAL. 6- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS CURRENT SET OF DRAWINGS. 7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7. 1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7,2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT, 8- 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, HOWEVER, WOOD ANCHORS WITH 1.6 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED. • • • • •••• • „XX:- PAIR Dpi • • •••• • • • • •• • • • • • • • • • • • • • J w° z ,, = 2 F-- w W Z I— V) w ¢ w 1 • • • • • • • • •• •• • • • • •_ • • • • • • • ° z X Z ¢ w ° 0 42' MAXIMUM DOOR OPENING 1 D . • X • SINGLE GtaOR • • • • • • XX DOOR IN COMBINATION WITH AN APPROVED STOREFRONT / CURTAIN WALL FRAMING TYPICAL ELEVATIONS 1 • • •••• •••• • • • • • • • • •• •• • • • • •••• • • •••• • • • • • • • • •• • • IXIC•+PAIR DOOR • • WITH TRANSOM •• •• • • • • • • I• • • A J 3 `L w a - z CZ ❑ I— = W r 1 =- 11- = = --1f- _ _.] 42' MAXIMUM (� DOOR OPENING 1 F- w w X DOOR IN COMBINATION WITH AN APPROVED STOREFRONT/ CURTAIN WALL FRAMING 42' MAXIMUM DOOR OPENING X - SINGLE DOOR WITH TRANSOM OPTIONAL MID PANEL 1 MANUFACTURER: Aluminum & Glass Ca, Inc. 10200 NW 67th STREET TAMARAC - FLORIDA TEL.: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSVVING ALUMINUM IMPACT DOOR LARGE & SMALL MISSILE IMPACT RATED Engineering: E tJ (g0 CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 3 313 ENGCO @AOL DEC i 1► 2008 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING: PK DRAFT & MORE MIAMI -DADE BCCO: PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expiration Date —0Ir •f,j By ^`� N prode t ta Date: 12/06/08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 1of12 • r 96 MAX. DOOR OPEN I NG 1_ / / // / \ \ \ nU \ _ � / / / \ y I .__C 72° MAXIMUM a nnnp npr JTNr; USER INSTRUCTIONS: 1- DETERMINE PROJECT DESIGN WIND LOAD PRESSURES (Poi) AS PER ITEM 4 OF GENERAL NOTES, SHEET L 2- VERIFY IF MAXIMUM DOOR OPENING ALLOWABLE PRESSURE AS PER TABLE 4, SHEET 2 IS GREATER THAN Pd. 3- VERIFY IF GLASS TYPE ALLOWABLE DESIGNED PRESSURE ON TABLE 1 /1A, SHEET 2 IS GREATER THAN Pd. 4- VERIFY IF HARDWARE ALLOWABLE DESIGNED PRESSURE ON TABLE 2, SHEET 2 IS GREATER THAN Pd, 5- VERIFY IF FRAMING TYPE ALLOWABLE PRESSURE ON TABLE 3, SHEET 2 IS GREATER THAN Pd. 6- INCORPORATE A VALID NOTICE OF ACCEPTANCE FOR THE FRAMING WHEN DOORS ARE TO BE PART OF A STOREFRONT OR CURTAIN WALL ELEVATION. GENERAL NOTES: 1- CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2007 EDITION - (INCLUDING THE HIGH VELOCITY HURRICANE ZONE) 2- DEFINITION: THIS PRODUCT IS AN ALUMINUM OUTSWING DOOR WITH LARGE AND SMALL MISSILE IMPACT RESISTANT LAMINATED GLASS. 3- POSTING: 'OUTSWING ALUMINUM IMPACT DOOR ARCH ALUMINUM & GLASS CO., INC, TAMARAC - BROWARD COUNTY - FL DADE COUNTY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS: LOADS TO BE CALCULATED, BASED ON ASCE 7, BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. 5- MATERIAL: ALL ALUMINUM PARTS TO BE 6063 -T6 OR AS INDICATED AND GLAZING TO BE LAMINATED IMPACT RESISTANT GLASS AS SPECIFIED ON THIS APPROVAL. 6- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS CURRENT SET OF DRAWINGS. 7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7. 1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7,2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT, 8- 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, HOWEVER, WOOD ANCHORS WITH 1.6 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED. • • • • •••• • „XX:- PAIR Dpi • • •••• • • • • •• • • • • • • • • • • • • • J w° z ,, = 2 F-- w W Z I— V) w ¢ w 1 • • • • • • • • •• •• • • • • •_ • • • • • • • ° z X Z ¢ w ° 0 42' MAXIMUM DOOR OPENING 1 D . • X • SINGLE GtaOR • • • • • • XX DOOR IN COMBINATION WITH AN APPROVED STOREFRONT / CURTAIN WALL FRAMING TYPICAL ELEVATIONS 1 • • •••• •••• • • • • • • • • •• •• • • • • •••• • • •••• • • • • • • • • •• • • IXIC•+PAIR DOOR • • WITH TRANSOM •• •• • • • • • • I• • • A J 3 `L w a - z CZ ❑ I— = W r 1 =- 11- = = --1f- _ _.] 42' MAXIMUM (� DOOR OPENING 1 F- w w X DOOR IN COMBINATION WITH AN APPROVED STOREFRONT/ CURTAIN WALL FRAMING 42' MAXIMUM DOOR OPENING X - SINGLE DOOR WITH TRANSOM OPTIONAL MID PANEL 1 MANUFACTURER: Aluminum & Glass Ca, Inc. 10200 NW 67th STREET TAMARAC - FLORIDA TEL.: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSVVING ALUMINUM IMPACT DOOR LARGE & SMALL MISSILE IMPACT RATED Engineering: E tJ (g0 CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 3 313 ENGCO @AOL DEC i 1► 2008 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING: PK DRAFT & MORE MIAMI -DADE BCCO: PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expiration Date —0Ir •f,j By ^`� N prode t ta Date: 12/06/08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 1of12 • r 96 MAX. DOOR OPEN I NG ITEM# I TEM# LOCATION DESCRIPTION SUPPLIER REMARKS .AL..LWABLE • Pi SSURE MD • - -0.• • HINGES PIVOTS -- C ) V 2222 HINGE STILES ALUMINUM ROTON'HINGE HAGER • • • • • : 85 • • • •• • • . • 0000 • • •..• :ALTERNw r4.j&I0R HEADER TOP, MID & BOTTOM PIVOT JACKSON /IVES 4 1/2' STEEL BUTT HINGES REGENT 4 1/2' BRASS BUTT HINGES HAGER LOCKS L1 ACTIVE STILE 3 POINT LOCK KEY OPERATED FROM EXTERIOR AND THUMB TURN ON INTERI ❑R ADAMS RITE DOOR HEt4l3ER/TRANSOM 6063 -T6 ± 85 is I DE LiWC• i'1 LLER 6063 -T6 F9.., ., 008 :."• L2 INACTIVE STILE 2 POINT LOCK OPERATED ON INTERIOR WITH THUMB TURN PANIC DEVICES P1 P2 P3 P4 P5 ACTIVE & INACTIVE STILES 2 POINT LOCK OPERATED ON INTERIOR W/ G86 DEVICE ADAMS RITE F12" " 38424. :..$EIEAR BLOCK' ± 70 F1V. :0513 DOOR Je / ;LEADER 6063 -T6 2 POINT LOCK OPERATED ON INTERIOR W/ 1490 DEVICE AND KEY ON EXTERIOR DOOR -O -MATIC 2 POINT LOCK OPERATED ON INTERI ❑R W/ 1085 DEVICE AND KEY ON EXTERIOR JACKSON 2 POINT LOCK OPERATED ON INTERIOR W/ 2086 DEVICE AND KEY ON EXTERIOR JACKSON 2 POINT LOCK.OPERATED ON INTERIOR W/ 9947 DEVICE AND KEY ON EXTERIOR VON DUPRIN ITEM# PART JI" "SSCRIPTION MATERIAL Fl. '(3 001 ••••DOOR y,L'VER•1TRANSOrI -1- - 6 F2 . 3000 ••q• DOOR II-- 1EA'ER /JAMB 6063 -T6 F3.; ,..1012 . :ALTERNw r4.j&I0R HEADER 6063 -T6 F4 3004 SHEAR l(. 6063 -T5 4 F••••:3003 • Blp GLASS STOP 6063 -T6 F6' 505124,.:10R Jf1 6063 -T6 F7 • DOOR HEt4l3ER/TRANSOM 6063 -T6 F8 • •:.60506• is I DE LiWC• i'1 LLER 6063 -T6 F9.., ., 008 :."• 0LAZ I N 6063 -T6 3009 FIXE.STOP 6063-T6 F111. AGA881 FLAT T.FILLER 6063 -T6 F12" " 38424. :..$EIEAR BLOCK' 6063 -T6 F1V. :0513 DOOR Je / ;LEADER 6063 -T6 - • •►.• D1 AGA1SO • •• STILE. 6063 -T5 D2 AGA155 INACTIVE STILE 6063 -T5 D3 AGA73 HINGE STILE 6063 -T5 D4 AGA152 5' BOTTOM /TOP /MID RAIL 6063 -T5 D4A AGA69 7 1/2' BOTTOM RAIL 6063 -T5 D4B 35131 10' BOTTOM RAIL 6063 -T6 D5 AGAS 3 1/2' TOP /MID RAIL 6063 -T5 D6 1040 4'X1/2' SADDLE THRESHOLD 6063 -T5 D7 2005A 5'X1/2' BUMPER THRESHOLD 6063 -T5 D7A 1042 4'X1/2' SADDLE THRESHOLD 6063 -T5 D8 1046A STD DOOR STOP 6063 -T5 D8A AGA95 DOOR STOP 6063 -T5 D8B H67 DOOR STOP CLIP SS 301/302 D9 3006 EXTERIOR GLASS STOP 6063 -T5 D9A 3005 INTERIOR GLASS STOP 6063 -T6 ITEM# PART # DESCRIPTION MATERIAL SUPPLIER /REMARKS 1 V2104 TAPE 1/2x1/8 - NORTON 2 995 GLAZING SEALANT SILICONE DOW CORNING 3 H -65 H -63 BULB WEATHERSTRIPPING WEDGE -IN GASKET NEOPRENE NEOPRENE UNIVERSAL RUBBER UNIVERSAL RUBBER NORTON 4 5 V2100 TAPE 3/8x1/4 - 6 H -62D SETTING BLOCK NEOPRENE - UNIVERSAL RUBBER SCHLEGEL 7 S -PILE PILE W'STRIPP NG 8 - BULB W'STRIPPING VINYL PEMKO 9 - PULL HANDLE R 42 1/2' 6063 -T6 ARCH ALUMINUM in - PUSH BAR P 4? 1/2' 61163 -T5 ARCH Al 11MINIIM 11 TR36 3/8' THREADED ROD W/ NUT ARCH ALUMINUM 12 347A TOP RAIL RAIN CAP 6063 -T5 PEMKO 13 68AR TOP RAIL RAIN CAP 6063 - T5 PEMKO 14 345AV BOTTOM RAIL SWEEP 6Q63 -T5 PEMKO 15 209V BOTTOM RAIL SWEEP 6063 -T5 PEMKO 16 H355 ASTRAGAL 6063 -T5 PEMK1 17 - 3/16' ALUM. ANGLE 6063 -T6 ARCH ALUMINUM 18 26203 INT. TIE ROD REINF.PLATE 6063 -T6 ARCH ALUMINUM 19 - EXT. TIE ROD REINF.PLATE 6063 -T6 ARCH ALUMINUM 20 1109 BASE ANCHOR 6063 -T6 ARCH ALUMINUM ITEM# DESCRIPTION ALLOWABLE PRESSURE ( PSF) G1 7/16' LAMINATED W/ (2) 3/16' HS GLASS LITES WITH 0.10 SAFLEX HP INTERLAYER ±85 G2 7/16' LAMINATED W/ (2) 3/16' HS GLASS LITES WITH 0.09 SENTRY GLASS PLUS INTERLAYER ±85 G3 7/16' LAMINATED W/ (2) 3/16' HS GLASS LITES WITH 0.09 SAFLEX IIIG (KEEPSAFE) INTERLAYER ±80 ITEM# DESCRIPTION • ALLOWABLE PRESSURE ( PSF) G5 9/16' LAMINATED W/ (2> 1/4' HS GLASS LITES WITH 0.10 SAFLEX HP INTERLAYER ±85 G6 9/16' LAMINATED W/ (2) 1/4' HS GLASS LITES WITH 0.09 SENTRY GLASS PLUS INTERLAYER ±85 G7 9/16' LAMINATED W/ (2) 1/4' HS GLASS LITES WITH 0.09 SAFLEX IIIG (KEEPSAFE) INTERLAYER ±85 ITEM# DESCRIPTION ALLOWABLE PRESSURE ( PSF) SF1 1 1/4'x 4 1/2' 3000 SERIES IMPACT ± 80 SF2 2 1 /2'x 5' IFG 5000 SERIES IMPACT ± 85 DOOR OPENING 72x96 42x96 36x96 PRESSURE 1 ±85 ±80 ±85 PRESSURE 2 ±70 NA ±70 TABLE 1- ALLOWABLE DESIGNED PRESSURES FOR DOOR GLAZING TYPES: TABLE 1A - ALLOWABLE DESIGNED PRESSURES FOR TRANSOM GLAZING TYPES: TABLE 2- ALLOWABLE DESIGNED PRESSURES FOR HARDWARE CONFIGURATIONS: TABLE 3 - ALLOWABLE DESIGNED PRESSURES FOR DOOR FRAMING TYPES: • •00• • • •••• • • 0000 • • • • 0• • .00• • • • 0000 • • • . • • 1000• • • . 000• • • • • BILL OF MATERIALS NOTE: 1- ITEMS #9, #10 AND MID PANEL ARE OPTIONAL. FRAMING & DOOR PARTS (MANUFACTURED BY ARCH ALUMINUM) TABLE 4- ALLOWABLE DESIGNED PRESSURES BASED ON WATER INFILTRATION NOTES: 1- PRESSURE 1 IS FOR UNITS INSTALLED AT LOCATIONS PROTECTED BY A OVERHANG MEETING CRITERIA AS PER ILLUSTRATION 'Z' OR IN NON- HABITABLE AREAS WHERE WATER INFILTRATION IS ACCEPTABLE. 2- PRESSURE 2 IS FOR UNITS MEETING THE WATER INFILTRATION REQUIREMENTS AND FABRICATED AS PER SECTIONS 2, 2A, 2B, 3 AND 5 WITH ITEMS 12, 13, 14, 15, 16 & D7A AS PER SHEET 9. I LLUSTRAT ION ' Z' MANUFACTURER: ..- Aluminum & Glass Co. Inc. 10200 NW 67th STREET TAMARAC - FLORIDA TEL.: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSVVING ALUMINUM IMPACT DOOR LARGE &SMALL MISSILE IMPACT RATED Engineering: +,En. Qtc Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI.33313 ENGCO@AOI.COM DEC 1 2 2006 Engineer Seal Pedro De Figuelredo PE 52609 DRAFTING+ PK DRAFTING & MORE MIAMI -DADE BCCO: PRODUCT REVISED s complying with the FIorida B ilding Code Acceptance No Expiration Date Product -OR Date: 12/06/08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 2of12 TYPE DESCRIPTION MIN. E. D. A #14 SS WOOD SCREWS OR 1/4° TAPCONS W/ 1 1/2' EMBED. INTO WOOD (SG =. 55) 1' B 1/4° TAPCONS W/ 1 1/4' EMBED. INTO MASONRY 2 -1/2° C 1/4 -14 GRADE 5 SELF DRILLING SCREWS INT❑ METAL STRUCTURES (1/8° MIN. 6063 -T6 ALUMINUM OR ASTM A36 STEEL) . 3/4° • • X Q 0 a L7 z z W 0 0 0 0 X x Zo 44— MEETING STILES DOOR HINGE MAX. 12i" OC MAX 116' DC1 1 / // TRANSOM 72' MAXIMUM DOOR OPENING 2 CLUSTERS OF 2 ANCHORS AT 3'OC \ DOOR HINGE o f / 'o / SILL XX/O PAIR DOOR WITH TRANSOM X iD TYPICAL ELE TI -- TRANSOM HEADER / DOCK D OR LOCK HINGE • • • • \ •••wii to // • • • SILL • • • • • • • • • • • MAX 16' OC / MAX 16 42' MAXIMUM DOOR OPENING X/0 SINGLE DOOR WITH TRANSOM •1 . ■ • • •• ••. •• Zo • • 0000 • • 0000 • • • • • • X • • •• • • • • TYPICAL ANCHORS E. D. - EDGE DISTANCE BEYOND WALL DRESSING STRUCTURAL BUCKS TO BE DESIGNED BY OTHERS • .• HEADER/ /MEETING STILES O \ 10 '2 �/ \ DOOR \ HINGE 44• -PAIR DOOR • • • • • • • • • • •• • • • • • 72' MAXIMUM DOOR OPENING 0000 • • 0000 .•.. • • • • • X • 0000 I q .. • • \ O4 \ DOOR HINGE / / SILL MAX. 12i' OC • • • • • • •• • 0000 • • 0000 •• • • L7 z z W 4i° X - SINGLE DOOR H MAX 16° OC 0 — 7/ C 7 A .o es — HEADER / /� 4B DO LEER LOCK ={' \ 10 -2 ,C— SILL \ F MAX 16° OC 42' MAXIMUM DOOR OPENING zci U X O X CU Aluminum & Glass Co. Inc. 10200 NW 67th STREET TAMARAC - FLORIDA TEL.: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSWING ALUMINUM IMPACT DOOR LARGE & SMALL MISSILE IMPACT RATED Engineering: "EngQIn lint-. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 3313 ENGCO @AO .COM DEC 1 2 2000 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING; PK DRAFTING & MORE By 34Ii DMs MIAMI - DADE BCCO: PRODUCT REVISED as complying with the Florida Building Cod Acoepktnco No " —Of r . . Expiration Dare . w i nE lr Awe as i _ 'R • ado i}md uCt Date: 12/06/08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 3of12 TYPE D DESCRIPTION M MIN. E. D. A # #14 SS WOOD SCREWS OR 1/4' TAPCDNS W/ 1 1/2' 1 1° B 1 1/4' TAPC❑NS W/ 1 1/4° EMBED. INTO MASONRY 2 2 -1/2' C 1 1/4 -14 GRADE 5 SELF DRILLING SCREWS INTO 3 3/4' 0 <t w Z a. Q Z ❑ I-- I X X t, LJ ❑ 1.. W ce LL • SEE XX CONFIG USE DOOR IN COMBINATION WITH IMPACT STOREFRONT FRAMING WITH VALID MIAMI -DADE NOA SEE STOREFRONT NOA f FOR ANCHOR SPECIFICATIONS 6—bAkIL=A64 L 2B / TRANS,/ / MEETING STILES SILL \ / 12i° OC 72° MAXIMUM DOOR OPENING t r [ I MAX. 1 k-== 4° XX DOOR IN COMBINATION WITH AN APPROVED STOREFRONT FRAMING TYPICAL ELEVATIONS AN • • • • • •• • • • 0000, • 0000 •• •• 141 .-1 ° --- TYPICAL ANCHORS ••• • ••• •00• • • •• • • • • 41..41 • • • • • • • • •• •• H J W ❑ a Z N QZ O fX W L.7 ••.•lf— • w ••••ffilo ••.. • • • • • SEE STOREFRi1NT ;OA • 4141 • FOR ANCHOR SPECIFICA'r4t €' •••• • • • • • • • n i _ _ 1.4_1= =il k l _ 41= i 1 E. D, - EDGE DISTANCE BEYOND WALL DRESSING STRUCTURAL BUCKS TO BE DESIGNED BY OTHERS USE DOOR IN COMBINATION WITH IMPACT STOREFRONT FRAMING WITH VALID MIAMI -DADE NOA / STOREFRONT NOA / FOR ANCHOR SPECIFICATIONS D Z Z X W Q0— •••• Ct • e • ‘,0 •—• ••••w•E • . �1 ••• • • • • • • SEE XX CONFIG. • L • . • • • • • • ••• TRANSN/ / 1 DOOR LOCK S HINGE TILE 4A z • f 'tl '. I •••11 • SILL , I � ' . s i b •' • \' L. 9� • 4141•• • • . .••• . • • 41•,• MAX 16° OC • • ' 36° MAXIMUM - 1D❑ ❑R OPENING X DOOR IN COMBINATION WITH AN APPROVED STOREFRONT FRAMING SEE STOREFRONT NOA FOR ANCHOR SPECIFICATIONS MANUFACTURER: Aluminum & Glass Co. Inc. 10200 NW 67th STREET TAMARAC - FLORIDA TEL.: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSWING ALUMINUM IMPACT DOOR LARGE & SMALL MISSILE IMPACT RATED Engineering: Ertg( n 3nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO@A..COM DEC 2 2008 Engineer Seal Pedro De Fgueiredo PE 52609 DRAFTING: PK DRAFTING & MORE Miami Davis MIAMI - DADE BCCO: PRODUCT REVISED as complying with the Florida Building Code Acceptance No itasion Date 0 uct Con 0I Date: 12/06/08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 4 of 12 • • • • • .. • • • • 4600 .. . • • • . •. .0 m 0 crN 0 0 rn (U 0 J A 0 in (U 0 F— W E. D. ) ) G5 G6 G7 -� F9 TRANSOM DETAILS: E : : WITH IFG 5000 FRAMING "' Y LLL_ \._ F10 D8B D8 r .._ -D5, D4 G1, G2, G3 ANCHOR TYPE A, B: :G: • : '. • : SEE ELEVATIONS %JR • •;. .:. QTY. AND SPACING #12- 24x3/4° - ��FHSMS 2 PER CLIP F12 rF7 F12 [F7 • • • • TYPICAL #12- 24x3/4° FHSMS 4° FROM ENDS & 12' OC • • • 410• • • • • • 0 • 00 • •• • • • • #12- 24x3/4° F1O FHSMS 2 PER CLIP : : IrrI.011 . 1/4- 20x3/4' PHSMS 2 PER CLIP 1/4- 20x3/4° PHSMS 2 PER CLIP 810 HEADER TRANSOM OPTION • • • • • • •0• • • • •• •.• 00 TR4NSOM '. • • • • • 00 •0 • • • • D5 D4 (E. D. ) MIN. EDGE DISTANCE -D8 D8B @C) 01, G2, G3 TRANSOM DETAILS WITH IFG 3000 FRAMING ANCHOR TYPE A,B OR C SEE ELEVATIONS FOR QTY. AND SPACING HEADER TRANSQM OPTION #12x2 FHSMS 5 1/2° FROM ENDS } & 16°0C (M TRANSOM 1 OPTION G5 G6 G7 OPT INAL OVER CONCEALED CL 8(9 NOTES: 1- D8 DOOR STOP ANCHORED TO STEEL CLIPS D8B SPACED AT 4° OC, 2- STEEL CLIPS D8B ARE ANCHORED TO HEADER WITH ONE #10- 24X1/2 PHMS HEADER TRANSOM OPTION F5 Tzs L. D8A FI [F3 #10x1 3/4' FHSMS 3' D5 FROM ENDS D4 & 10° OC G1, G2, G3 MANUFACTURER: Aluminum & Glass Co. Inc. 10200 NW 67th STREET TAMARAC - FLORIDA TEL.: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSWING ALUMINUM IMPACT DOOR LARGE & SMALL MISSILE IMPACT RATED Engineering: Eng(arr 3nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 313 ENGCO @AOL OM DEC 1 2 2000 Engineer Seal Pedro De Figuefredo PE 52609 DRAFTING: PK DRAFTING & MORE PRODUCT REVISED es c mply ng with the Florida AA 0 0 G • Expitnt£oii Da* MIAMI -DADE BCCO: Date: 12/06/08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 5 of 12 HEADER OPTION 1 :*cr 0 SILL OPTION 1 co co z '0 z E. D. G1, G2, G3 E. D. 0 G LI LJ w ra LJ X w 1)4 D4A �D4B ••• • • • - • • • DOOR VERTICAL SECTIONS DETAILS • ANCHOR' TvE• il OR C SEE ELEVATIONS FOR QT. • AND •• •AC1.P•G • .. .. • .. • ▪ • • J • • • •• • • • • • • �• • I• • • • • • E -1.--2—' �F7l`3,•F7 • .. ▪ •.• 0 • • • • 1 °--A49 • D8A `— 3 D5, D4 7 ANCHOR TYPE A OR B SEE ELEVATI ❑NS FOR QTY. AND SPACING 1)6 D7 D7A F2, F3,—\ F7, F13 G1, G2, G3 E. D. w w 1 ANCHOR TYPE A, B OR C SEE ELEVATIONS FOR QTY. AND SPACING /DS, D4 D8B 0 HEADER OPTION 3 D8 D8A HEADER OPTION 2 0 SILL OPTION 2 co z r-< 0 z E. D. 61, G2, G3 Z W X D4 ANCHOR TYPE A, B OR C SEE ELE VAT I DNS FOR QTY. AND SPACING D8, D8A #10x1 3/4° FHSMS 3° FROM EA END & 10° ❑C D4 r—D4A 1)43 ANCHOR TYPE A OR B SEE ELEVATI ❑NS FOR QTY. AND SPACING D7, D6, D7A F2, F3, F7, F13 MANUFACTURER: Aluminum & Glass Co. Inc. 10200 NW 67th STREET TAMARAC - FLORIDA TEL.: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSWING ALUMINUM IMPACT DOOR LARGE & SMALL MISSILE IMPACT RATED Engineering: Ertg(! T .Jtic. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 3313 ENGCO©AOL OM DEC 1 2 2005 DRAFTING' PK DRAFTING & MORE MIAMI -DADE BCCO: PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 - O • .01 kudos. Data ' -1 Product Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/06/08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 6of12 • ••• • • • •�• i SIDELITE PART OF STOREFRONT NOA JAMB TO WALL HINGE STILE MIN. EMBED. 1/4' MA SHIM 1/8' F2 �kl 1 /8° D8 F1 !t �ruanntrrnnurn , L■ timro D8B 3 H1, H2 H3, H4 • • • ..• • • • • • • • • • • • • • • • • • • • • • .• • . • • • • • • • • • • • • • • • •. • •.. • D8 •• • • • `✓ ... •• •. Lit:m$ :f i SI:BELZ•TE : :: 1-33IC>r.SSILE : D8B H1, H2 H3, H4 ANCHOR TYPE A, B OR C SEE ELEVATIONS FOR QTY. AND SPACING 11 • •• • : 13OOR HORIZONTAL SECTIONS DETAILS • • • ••• • • • • ••• •• • • • • • •• •• PANEL WIDTH DOOR OPENING FRAME WIDTH D3 EXTERIOR EXTERIOR DLO PANEL WIDTH // Art 1 EXTERIOR DOOR OPENING FRAME WIDTH EXTERIOR JAMB TO WALL LOCK STILE D3 PANEL WIDTH DOOR OPENING FRAME WIDTH MEETING STILES 1/8° D8B D 8 F2 PANEL WIDTH ANCHOR TYPE A, B OR C SEE ELEVATIONS FOR QTY. AND SPACING MIN. EMBED, 1 /4' MAX. SHIM DLO MANUFACTURER: Aluminum & Glass-Co. Inc: . 10200 NW 67th STREET TAMARAC - FLORIDA TEL.: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSWING ALUMINUM IMPACT DOOR LARGE &SMALL MISSILE IMPACT RATED Engineering: Eng(ir ii r. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO @AO .COM DEC 1 2 2008 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING] PK DRAFTING & MORE PRODUCT REVISED as complying with the Florida Building Cede Acoepamoe No + ' • 05.0f Expiration Dam BY Miami Divis MIAMI -DADE BCCO: ade Product C n Date: 12/06/08 Scale: NA Design by: •PPMF Drawing Number 08 -234 SHEET 7 of 12 • • ••• • • • ••• r SIDELITE PART OF I STOREFRONT NOA DOOR HORIZONTAL SECTIONS DETAILS ' "' WITH 2 -1/2" FRAMING JAMB TO WALL LOCK STILE EXTERIOR PANEL WIDTH DOOR OPENING 2 1 /2' [F6 D3 3 11 FRAME WIDTH D8B D8 D8 138B H1, H2 H3, H4 FRAME WIDTH F7 ' _ • • • " • • — • - . • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • 11 2 1 /2° •• • , , •• • •• •• • • •••• • • •• • • • •• • JAM$ man I Tr 'RING€ STILE.' "' " D3 DOOR OPENING EXTERIOR ANCHOR TYPE A,B OR C SEE ELEVATIONS FOR —QTY. AND SPACING MIN. EMBED. 1/4° MAX. SHIM 1 MID PANEL CAN BE USED ON ACTIVE AND INACTIVE DOOR PANELS EXTERIOR M D9 DOOR MID PANEL J W z CL CY a 0 X X r) 0' 414' MAX. DOOR PANEL 3256' DLO MID PANEL 1 0 # 10X3/4° FHSMS 3 FROM ENDS & 10° OC D4, D4A D4B, D5 #10X3/4' FHSMS 3 FROM ENDS & 10° ❑C D9A 1 DOOR MID RAIL 2 DOOR MID PANEL MANUFACTURER: Aluminum & Glass Co. Inc. 10200 NW 67th STREET TAMARAC - FLORIDA TEL.: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSWING ALUMINUM IMPACT DOOR LARGE & SMALL MISSILE IMPACT RATED Engineering: ErtgCa 3htr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 • ENGCO@AO .COM DEC ¶ 2 2008 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING1 PK DRAFTING & MORE By Mann MIAMI -DADE BCCO: PRODUCT REVISED as complying with the Florida Building Coda Acceptance N© • - D • .0( Expire ion Date .A.1 . o 1s Product Con: i) • Date: 12/06/08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 8 of 12 • • • .. • • .•• #6X5/8° PHSMS SPACED 6' ❑C 12 13 #6X5/8° PHSMS SPACED 6'❑C 0 Ix w 1- w 02 2A 0 ALTERNATE HEADER • • • ••• • • • • • • • • • • • • • • • . • • • •• • • • • • • • • •• • • • •. .• • '; ; MAX. PRESSURE ±70 PSF ..... • • • • .. •. • • • • • .. • . ... • ... • •• • • • •. ••• • • ..•. •. • ••• • • • • • • • • • ••• •• D8 DOOR SECTIONS DETAILS MEETING THE WATER INFILTRATION REQUIREMENTS AS PER TABLE 4, SHEET 2 EXTERIOR COMPONENTS REQUIRED TO BE ADDED IN ORDER TO MEET WATER RESISTANCE: 12, 13, 14, 15, 16 AND D7A ALTERNATE 5 MEETING STILES #6X5/8' PHSMS SPACED 6° ❑C 16 #10X1° FHSMS SPACED 12 ❑C 16 14 15 iaLr�„ �� �l 1111 \1 \1MM! ^1p0 ICI- ALTERNATE SILL #6X5/8° PHSMS SPACED 6 ° ❑C D7A MANUFACTURER: Aluminum & Glass Co. Inc. 10200 NW 67th STREET TAMARAC - FLORIDA TEL: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSWNG ALUMINUM IMPACT DOOR LARGE 8 SMALL MISSILE IMPACT RATED Engineering: +.Eng :lint. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO@AO ..COM 1 2 2000 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING, PK DRAFTING & MORE MIAMI -DADE BCCO: PRODUCT REVISED as complying with the Florida Building Coat Acre pd Expired= Date — 0 05.01 O Miami ade Frodu.;;f C .ntla� Divisi Date: 12/06/08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 9of12 3. 56 D1- ACTIVE STILE 0. 09 --1.64 --� D4, D4A, D4B BOTTOM RAIL/ MID RAIL 0 to 0 ° D6- SADDLE THRESHOLD D7A- ALTERNATE B UMPER THR S HDLD 5. 00 D7- BUMPER THRESHOLD 1 u� 0 D2- INACTIVE STILE a N 0. 09 .s- z.. - D5, D4 TOP /MID RAIL r 0 tf) 0 •• -• • - - - • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • •• •-•-r- • • • ••• • • • • • • • • ••• 3.47 • • • 1 • .1 • • • ••• • • • •• • • • • • • • • °. •• • • • • • • • • ••• •• 1 0. 07 D3- HINGE STILE 0 0 D9- EXTERIOR GLASS STOP D8B- 1 1/8' CLIP W/ #10X1 /2' PHMS 6° FROM ENDS AND 12'DC 0. 74 ° I o ----1. 75—� -� 1 D8- STD. DOOR STOP ' 0 1 D8A- HEADER DOOR STOP 0. 13 D 0. 73 k-1. 52-- -1 D9A- INTERIOR N o GLASS STOP DOOR COMPONENTS 1)4, D4A D4B, D5 0.12 0 O N to 1- 1, 44-- 1 ° 18- BASE ANCHOR EXTERIOR 61, 62, G3--\ a cn R1 �a LO TOP & BOTTOM DOOR RAILS 0 0 17- ALUMINUM ANGLE #10X3/4' FHSMS 3 FROM ENDS & 10 D9A TIE RDD LENGTH RAIL LENGTH + 1 9/16' 11 TIE ROD AND NUT- ALUMINUM ANGLE 20- INTERIOR TIE ROD REINFORCED PLATE DOOR GLAZING DETAILS #10X3/4" FHSMS 3 FROM ENDS & 10'0C D4, D4A D4B, D5 MIN. 3/4' GLASS BITE D9 EXTERIOR EXTERIOR 19- EXTERIOR TIE ROD REINFORCED PLATE VERTICAL DOOR STILES TIE ROD NUT 2 #10X3/4' FHSMS 3 FROM ENDS & 10" DC D9A 1 DOOR MID RAIL 2 61, G2, G3 MANUFACTURER: Aluminum & Glass Co: Enc. 10200 NW 67th STREET TAMARAC - FLORIDA TEL.: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSWING ALUMINUM IMPACT DOOR LARGE & SMALL MISSILE IMPACT RATED Engineering: '.Frig(n iiiw. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, R. 33313 ENGCO ate 101L.COM DEC 1 2 2008 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING' PK DRAFTING a MORE MIAMI -DADE BCCO: PRODUCrREVISED as complying with the Florida Building Code Accepts= No Expiration Dam By /i Mi :: '0 Pr ' ct Diti u .01 IO Date: 12/06/08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 10of12 0 (U (It in (u r.. Ui L FRAMING COMPONENTS 3000 SERIES cu 4. 50 f F1- 3000 DOOR TRANSOM /SIDELITE 1 4, 50 4. 50 — CU F2- 3000 DOOR HEADER /JAMB CT O 0 F3- 1012 DOOR TRANSOM /HEADER APPLICABLE FOR OVERHEAD CONCEALED CLOSER { 3.94 1 r-, - f -- F4- FRAME SHEAR BLOCK F5- GLASS STOP DOOR HEADER /SIDELITE ln 0 0, 25 0. 25 M. AIM lb 0 0 • • • • : • F APING t € MPONENTS IFG 5000 SERIES • • • • • • • • • • • • • • • • • • • ••• • ••• • C7* P• C1J co O 41 • —......11...W-0 • • • •• ••• •• • • • • • :.:31: • , •• • • • • • a • • • • • • • • • • ••• •• F9- TRANSOM GLASS STOP 1. 32 F11- POCKET FILLER • �o • •• • • •• • •• • • • • • 5. : --- 0. 51 F6- IFG 5000 DOOR JAMB F7- IFG 5000 DOOR HEADER /TRANSOM 0■ I r; 4. 94 1. 00 F8- IFG 5000 SIDE LITE FILLER 0 in 0 O 0 0 � f F10- TRANSOM GLASS STOP F12- SHEAR BLOCK EXTERIOR EXTERIOR FRAMING GLAZING DETAILS G5 G6 G7 2 5, 00 TRANSOM TYPICAL F2, F3, F7 #12- 24x3/4° FHSMS 4' FROM ENDS & 12' OC F5 FRAMING COMPONENTS. COMMON TO 3000 OR IFG 5000 SERIES M 0 F13- 50513 OPTIONAL DOOR HEADER /JAMBS TRANSOM TYPICAL F1 MANUFACTURER: Aluminum & Glass Co. Inc. 10200 NW 67th STREET TAMARAC - FLORIDA TEL.: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSWING ALUMINUM IMPACT DOOR LARGE & SMALL MISSILE IMPACT RATED Engineering: Eng(nr 3nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, F 33313 ENGCO@AgIL.COM DEC r 1 2 2008 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING' PK DRAFTING & MORE MIAMI -DADE BCCO: PRODUCT REVISED as comgiying vbeh the Fiori3-a BuildinsCode Acoepaan a No O r • • x on Dare ' Date: 12/06/08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 11 of 12 5. 1 OS '2 ] co l 0 0 (U (It in (u r.. Ui L FRAMING COMPONENTS 3000 SERIES cu 4. 50 f F1- 3000 DOOR TRANSOM /SIDELITE 1 4, 50 4. 50 — CU F2- 3000 DOOR HEADER /JAMB CT O 0 F3- 1012 DOOR TRANSOM /HEADER APPLICABLE FOR OVERHEAD CONCEALED CLOSER { 3.94 1 r-, - f -- F4- FRAME SHEAR BLOCK F5- GLASS STOP DOOR HEADER /SIDELITE ln 0 0, 25 0. 25 M. AIM lb 0 0 • • • • : • F APING t € MPONENTS IFG 5000 SERIES • • • • • • • • • • • • • • • • • • • ••• • ••• • C7* P• C1J co O 41 • —......11...W-0 • • • •• ••• •• • • • • • :.:31: • , •• • • • • • a • • • • • • • • • • ••• •• F9- TRANSOM GLASS STOP 1. 32 F11- POCKET FILLER • �o • •• • • •• • •• • • • • • 5. : --- 0. 51 F6- IFG 5000 DOOR JAMB F7- IFG 5000 DOOR HEADER /TRANSOM 0■ I r; 4. 94 1. 00 F8- IFG 5000 SIDE LITE FILLER 0 in 0 O 0 0 � f F10- TRANSOM GLASS STOP F12- SHEAR BLOCK EXTERIOR EXTERIOR FRAMING GLAZING DETAILS G5 G6 G7 2 5, 00 TRANSOM TYPICAL F2, F3, F7 #12- 24x3/4° FHSMS 4' FROM ENDS & 12' OC F5 FRAMING COMPONENTS. COMMON TO 3000 OR IFG 5000 SERIES M 0 F13- 50513 OPTIONAL DOOR HEADER /JAMBS TRANSOM TYPICAL F1 MANUFACTURER: Aluminum & Glass Co. Inc. 10200 NW 67th STREET TAMARAC - FLORIDA TEL.: (800) 432 -8132 FAX.: (954) 724 -9293 OUTSWING ALUMINUM IMPACT DOOR LARGE & SMALL MISSILE IMPACT RATED Engineering: Eng(nr 3nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, F 33313 ENGCO@AgIL.COM DEC r 1 2 2008 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING' PK DRAFTING & MORE MIAMI -DADE BCCO: PRODUCT REVISED as comgiying vbeh the Fiori3-a BuildinsCode Acoepaan a No O r • • x on Dare ' Date: 12/06/08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 11 of 12 • • • ••• • • • ••• TOP IVES PIVOT MIDDLE JACKSON PIVOT BOTTOM IVES PIVOT THREE DOOR PIVOTS LOCATED AT TOP, BOTTOM AND MID SPAN ITHRESHOLD CORNER # 10 -24 X 3/8" THREAD CUTTING MS 2 X 2 X 1/8" ALUM ANGLE, 7/8" LONG # 10 -24 X 3/8" THREAD CUTTING MS • • • • • • • • ••• • - • • • • • • • • • • • • ••• • • • • ••• • • • •.• • • • • •• • • • • • • .�_ • • • •.• • • • • • •rio.. • z . • •• • • • • •• • • • • • • ••• 19 z 0 V) A cU THREE HINGES LOCATED 7' FROM CL TO TOP OF DOOR, 12' FROM CL TO BOTTOM OF DOOR AND ONE AT MID SPAN DOOR LEAF CORNER CORNER ASSEMBLY 11 HINGE OPTIONS H3, H4 #12 FH SELF TAPPING SCREWS 4 PER HINGE SIDE 17 MID PANEL CORNER (4 PER CLIP) • #12- 24X3/4' FHPMS (4 PER CLIP) #12- 24X3/4° FHPMS CONTINUOUS ALUMINUM ROTON HINGE FASTENED TO FRAME AND DOOR STILE WITH (27) TOTAL SCREWS ON 8' DOORS (25) TOTAL SCREWS ON 7' DOORS 18 F4 # 12 X 5/8' FLAT HEAD THREAD CUTTING SCREWS FRAME CORNERI #12 FH SELF TAPPING SCREWS #14x1 1 /2'MS MANUFACTURER: 10200 NW 67th STREET TAMARAC - FLORIDA TEL: (800) 432 -8132 FAX.: (954) 724 -9293 Aluminum & Glass Co. Inc. OUTSWING ALUMINUM IMPACT DOOR LARGE & SMALL MISSILE IMPACT RATED Engineering: Eng(In iiw. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO©AJL.COM DEC 1 2 2008 Engineer Seal Pedro De Figueiredo PE 52609. DRAFTING: PK DRAFTING & MORE MIAMI -DADE BCCO: PRODUCT REVISED es complying with the Florida Building Code O DIOSD Dee ■h L -!a hodust Date: 12/06 /08 Scale: NA Design by: PPMF Drawing Number 08 -234 SHEET 12 of 12 • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) • •' • PRODUCT CONTROL DIVISION • • • • • • • • • • • • • NOTICE OF ACCEPTANCE (NOA) • • ••• •• •• • • •• • • • • • • • • • • ••• • • • MIAMI -DADE COUNTY, FLORIDA •ET13O -DADE FLAGLER BUILDING • 140 WIST ZGLER STREET, SUITE 1603 • ; ; ; MIAMI, FLORIDA 33130 -1563 ' " t' 3057375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildin2code Arch Aluminum & Glass Company •" • • • • • • • • • • • • • • ••• •• •• • • • • • • • • • • • • • ••• •• ••• •• • • • • • •• • • • • • •• • •• 10200 NW 67 Street Tamarac, FL 33321 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3000/L Aluminum Window Wall System - L.M.I. APPROVAL DOCUMENT: Drawing No. 98 titled "Impact wall 3000/L -3000 Window Wall Sys. ", sheets 1 through 11 of 11, dated 12/09/98, with last Revision I dated 10/14/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 08 1024.05 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris, P.E. • • • NOA No. 09- 0122.06 Expiration Date: March 18, 2014 Approval Date: March 18, 2009 Page 1 Arch Aluminum & GIass Company • • •.• • • • • .. .• • • • .. •• • • • • • • • • • • • • •.• • • • • • • • • • • • • •.. • • • • • • • • NOTICE OF ACCEPTADICE :..E�iIDF:1CfOE'$UI 1'TED • • • ... . • . • • . • • . ... • • • ... • • • • A. DRAWINGS 1. Manufacturer's die drawings and e • gs ctlSs • 2. Drawing No. 98-42, titled "Impact .wa11i30;00 %3(10 V(i ioy4 Wall Sys ", sheets 1 through 11 of 11, dated 12/09 /98, with last Revision H dated 10/14/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Series 3000/L -3000 Aluminum Window Wall System, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5416, dated 11/15/07, signed and sealed by Michael Wenzel, P.E. 2. Test reports on Safety Glazing Materials per ANSI Z97.1 -1984 and CPSC 16 CFR 1201 of Series 3000/L -3000 Aluminum Window Wall System, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5421, dated 10/18/07, signed and sealed by Michael Wenzel, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum storefront system, prepared & issued by Fenestration Testing Laboratory, Test Report No. 3398 (FTL- 03175), dated December 10, 2003, signed & sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA# 03- 1211.08" 4. Test reports on 1) Uniform Static Air Pressure Test per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum Window Wall system, prepared & issued by Fenestration Testing Laboratory, Test Report No. 3363 (FTL- 02180) dated April 24, 2003, signed and sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA# 03- 1211.08" E -1 -*ka' • Fitz A. Harris, P.E. Product Control Examiner NOA No. 09- 0122.06 Expiration Date: March 18, 2014 Approval Date: March 18, 2009 • • • Arch Aluminum & Glass Company • • • • • • • • • . ••• • • • •• • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • • ••• • • • • • •• • ••• • • NOTICE OF ACCEPTA'Nt't: - :E' EN& ki3MITTED 5. Test reports on 1) Large Missile p • • ... . • 2) Cyclic Loading �p�x ����. $Oj,94'. ifer tfir Pd 203-4 along with installation diagram or an alumiriumwindow wall system marked -up by Fenestration Testing Laboratory, Inc. Test Reports Nos. FTL -3326 (01088), report dated January 09, 2002, signed and sealed by Luis Antonio Figueredo, P.E. "Submitted under NOA# 03- 1211.08" 6. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 1010, dated Oct. 25, 1994, signed and sealed by Yamil Gerardo Kuri, P.E. "Submitted under NOA# 03- 1211.08" 7. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2221, dated Dec. 9, 1998, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 03- 1211.08" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC- 2004/2007, prepared by Al- Farooq Corporation, dated 5/23/06, 01/23/08 and 10/09/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -2 Fitz A. Harris, P.E. Product Control Examiner NOA No. 09 -0122.06 Expiration Date: March 18, 2014 Approval Date: March 18, 2009 • • • Arch Aluminum & Glass Company • • ..• • • . • • . • • •• • • • • • • • • • • • • .• •• • • • • • • • • • • • • • .. • • • • • • • • ••• • • • • • .. • •• • • • • • • • • • • NOTICE OF ACCEPTANCE E •• • • • •• ••• •• E. MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 07- 1116•.04 i' • to hI ;IQjiPjtt DeNemours & Co., Inc. for their "DuPont SentryGlas ® dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 04/17/08, expiring on 04/14/13. F. STATEMENTS 1. Statement letter of conformance issued A1- Farooq Corporation, dated 10/09/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued Al- Farooq Corporation, dated 01/23/08, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Reports No. FTL- 5416 and FTL -5421, issued by Fenestration Testing Laboratory, Inc., dated 11/15/07 and 10/18/07 respectively and signed and sealed by Michael Wenzel, P.E. 4. Laboratory compliance letter for Test Report No. FTL- 5416 and FTL -5421, issued by Fenestration Testing Laboratory, Inc., dated 11/20/07 and 10/29/07 respectively, signed and sealed by Michael Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 08- 0331.05, issued to Arch Aluminum & Glass Company, approved on 05/29/08 and expiring on 03/05/09. E -3 ••• • • • • ••• Fitz A. Harris, P.E. Product Control Examiner NOA No. 09 -0122.06 Expiration Date: March 18, 2014 Approval Date: March 18, 2009 • • 4 MAX. TYP. HEAD /SILL CORNERS D.L. OPG. WIDTH SEE SHEET 3 • • • • • • • • • • • ••• •• • • •• • • • • •• • ••• •• • • • • • ••• •• / x ANCHORS TYPE A. 8 OR C '-2, 3 OR 4 AT JAMB SEE SHEET 8 • • • •• •• • • • • • • r • ANCHORS TYPE A, 8 OR C I 2, 3 OR 4 AT EACH SIDE OF MULL - - - - SEE SHEET 8 IMPACT WALL 3000 /L -3000 ALUMINUM WINDOW WALL SYSTEM INSIDE OR OUTSIDE GLAZED WINDOW WALL SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS NOT REQUIRED. THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. R.L. OPG, WIDTH D.L. OPG. WIDTH TYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. STEP 3 STEP 4 STEP 5 SEE SHEET 3 22" MAX. TYP. AT HEAD /SILL r N SEE 'ARCH AL IMPACT DOOR FOR DOOR RA & DETAILS. yc ANCHORS TYPE A, B OR C i 2, 3 OR 4 AT EACH SIDE OF MULL - ' SEE SHEETS 6 & 8 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THRU 7 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHART ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. J Q = V NOA fING 0 O W 2 v) W W in 4" MAX. TYP. HEAD /SILL CORNERS A D.L. OPG. SEE SHEET 3 o- i f i t \ ANCHORS TYPE A, 8 ' - 2, 3 OR 4 AT JAMB SEE SHEET 8 OR C PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. Engr• OR. HUMAYQUN FAR000 STRUCTURES FLA. PE 1 18557 C.A.N. 3538 FEB 2 3 2009 BetiWaii Aesegamo 7 -!s oRA -04 a c 0 y a eNt 0 0 s x v ( ) V J 0 a 0 N W 'O 0 0 0 W O 4 g s. s t^ O ) 4' drawing no. 98 -42 ) sheet 1 of 1 1 ) • • SILICONE DOW CORNING 995 \ --1/4" HEAT STREN'D GLASS • • • ••• • 1 /4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS • • • • •• • •• • • • • •• • • ,_ • • • 1 .090" INTERLAYER • • ••• • • • FLEX II • IG (KEEPSAFE) ��� , . INTERLAYER 1 .090" INTERLAYER • SAFLEX SAFLEX HP r SENTRYGLAS PLUS BY BY 'SOLUTIA' ! \ BY 'DUPONT' •• • • • •• ••• •• • • • • • 1/4" HEAT STREN'D GlsA.6 • • • •• • 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS •• • • • • • ••• •• GLASS TYPE 'A' • • ••• • • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •,•, • ••••••• SILICONE DOW CORNING 995 SILICONE DOW CORNING 995 GE ULTRAGLAZE SSG4000 TREMCO PROGLAZE SSG GLASS TYPE 'B' GLAZING OPTIONS 9/16 OVERALL LAMINATED GLASS GLASS TYPES A', '8' OR 'C' L W ° Iik(t In ALTERNATE GLAZING DETAIL SILICONE DOW CORNING 995 GLASS TYPE 'C' Engr: OR. HUMi;YOUN FAR000 STRUCTURES PRODUCT Rl % s ,D FLA PE / 16557 CAN. 3538 6 es complying •r ills *ht. T'ler c ;.. Building Code Acceptance No ,q of •016 G1latol FEB 2 3 2009 � U 8 g _ CD 15 o L , N 8 ▪ z • J Z 0 le N N v n N a g 0 U co w O a O N ii • N 0 98 -42 drawing no. sheet 2 of 1 1 • DESIGN LOAD SAPACI'f.1;.- PSF •• •• • . .. ._ • • *MIN*, • • • • JdSe s • GtA • 3Y$E Al ;LASS ME 'B' GLASS TYPE 'C' D.L.O. WIDTH D.L.O. I HEIGHT EXT. (4-) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 01.0. HEIGHT EXT. ( +) INT. ( -) • V.0 • IAD 100.0 100.0 A 57.0 100.Q 100.0 39" ' '87.0 • • 1015.0 100.0 100.0 87.0 100.0 100.0 • • •*87.0•• • 8 180.0 100.0 w a • • ALIIL i Lim:. Igo.0 100.0 114" 87.0 ': &.d•••x80.0 100.0 100.0 100.0 87.0 100.0 100.0 54" 87.0 100.0 100.0 100.0 87.0 100.0 100.0 100.0 87.0 100.0 - 36" 100.0 87.0 100.0 100.0 39" 100.0 87.0 100.0 100.0 42" 100.0 87.0 100.0 100.0 45" 100.0 87.0 100.0 100.0 48" 100.0 87.0 100.0 100.0 51" 102" 87.0 100.0 100.0 54° 100.0 87.0 100.0 100.0 57" 100.0 87.0 100.0 100.0 60" 100.0 87.0 100.0 100.0 63" 100.0 87.0 100.0 100.0 66" 100.0 87.0 100.0 - 36" 100.0 87.0 100.0 100.0 39" 100.0 87.0 100.0 100.0 42" 100.0 87.0 100.0 100.0 45" 100.0 87.0 100.0 100.0 48" 100.0 87.0 100.0 100.0 87.0 105" 87.0 100.0 100.0 51 100.0 54" 45 87.0 1 00.0 100.0 57" 48" 87.0 100.0 100.0 60" 51" 87.0 100.0 100.0 63 54° 87.0 100.0 - 36" 57° 87.0 100.0 100.0 39 60" 87.0 100.0 100.0 42" 63" 87.0 100.0 100.0 45" 66" 87.0 100.0 100.0 48 69 87.0 100.0 100.0 51 " 108° 87.0 100.0 100.0 54" 36" 87.0 100.0 100.0 57" 39" 87.0 100.0 100.0 60" 42" 87.0 100.0 - 63" 45" 87.0 100.0 - 36" 48" 87.0 100.0 100.0 39" 51" 87.0 100.0 100.0 42" 54" 87.0 100.0 100.0 45" 57' 87.0 100.0 100.0 48" 111" 87.0 100.0 100.0 51" 63" 87.0 100.0 100.0 54" - 66 v 87.0 100.0 100.0 57" 69" 87.0 100.0 100.0 60" 87.0 100.0 - DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS GLASS TYPE 'B' NOMINAL DIMS. TYPE 'A' TYPE 'B' TYPE 'C' 0.L.0. WIDTH 01.0. HEIGHT EXT. ( +) INT. ( -) EXT. (+) INT. ( -) EXT. ( +) INT. ( -) 36 100.0 87.0 100.0 100.0 39" 100.0 87.0 100.0 100.0 42" 100.0 87.0 100.0 100.0 45" 100.0 87.0 100.0 100.0 48" 114" 87.0 100.0 100.0 51" 100.0 87.0 100.0 100.0 54" 100.0 87.0 100.0 100.0 57" 100.0 87.0 100.0 - 36" 100.0 87.0 100.0 100.0 39" 100.0 87.0 100.0 100.0 42" 100.0 87.0 100.0 100.0 45" 100.0 87.0 100.0 100.0 48" 117° 87.0 100.0 100.0 51" 100.0 87.0 100.0 100.0 54" 42" 87.0 100.0 100.0 57" 87.0 87.0 100.0 - 36" 100.0 87.0 100.0 100.0 39" 100.0 87.0 100.0 100.0 42 57" 87.0 100.0 100.0 45" 120" 87.0 100.0 100.0 48" 1 00.0 87.0 100.0 100.0 51" 100.0 87.0 100.0 100.0 54" _ 87.0 100.0 - DESI ` re 11 NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' D.L.O. WIDTH 01.0. HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT, ( -) 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51 87.0 100.0 100.0 54" 87" 87.0 100.0 100.0 57" 87.0 100.0 100.0 60 87.0 100.0 100.0 63" 87.0 100.0 100.0 66" 87.0 100.0 100.0 69 87.0 100.0 100.0 72" 87.0 100.0 100.0 36" o i O 87.0 100.0 100.0 30" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 87.0 100.0 100.0 or 87.0 100.0 100.0 51" 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 100.0 100.0 63" 87.0 1 00.0 100.0 66" 87.0 100.0 100.0 69" 87.0 100.0 100.0 72" 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 87.0 100.0 100.0 54° 93" 87.0 100.0 100.0 57° 87.0 100.0 100.0 60" 87.0 100.0 100.0 63" 87.0 100.0 100.0 66" 87.0 100.0 100.0 69 87.0 100.0 - 72" 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 87.0 100.0 100.0 54" 96 " 87.0 100.0 100.0 57' 87.0 100.0 100.0 60 87.0 100.0 100.0 63" 87.0 100.0 100.0 66 87.0 100.0 100.0 69" 87.0 100.0 - • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) d 0 c9 0 O.L.O. WIDTH O J 0 0 O.L.O. WIDTH x 0, Erigr: DR. 4umAYOut4 FAR000 STRUCTURES FLA. PE 1 16557 C.A.N. 3538 3 2009 PRCERICCREMSD as congitying with the Rabb gunflint Mae Acceptance No -1,122 Q6 ElpfusfortDate •!17 24Y M uni ► .= Product Central Division a S ) M c 0 c 0 N 0 0 li 0 0 m S N 0 x is d drawing no. 98-42 ( sheet 3 of 11 ) FAX. (954) 724-9293 • • • .MULLION LOAD CAPACITY - PSF --- ; •• ; . • •• . • WI ROUT INTERMEDIATE HORIZONTALS • _ • • • • NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.( +) / INT.( -) EXT.( +) / INT.( -) 1 71 •: • •• : : �'� • • a4� I • 30" : • ••• • 36" 42" ••• •• 108" • • ::� •• 60" 66" 85.7 100.0 69.3 100.0 58.5 100.0 51.0 100.0 45.5 94.7 41.4 86.1 38.2 79.5 35.7 74.3 24" 30" 36" 42" 114" 48" 54" 60" 72.7 100.0 58.7 100.0 49.6 100.0 43.1 89.7 38.4 79.8 34.8 72.4 32.0 66.7 24" 62.2 100.0 30" 50.2 100.0 36" 42.3 88.0 42" 120" 36.8 76.5 48" 32.7 68.0 54" 29.6 61.5 60" 27.2 56.5 MULLION LOAD CAPACITY - PSF • ••• •. • • • - • • • - • s • • • • • 1 1TH • NOMINAL DIMS. REINFORCING REINFORCING WITHOUT WIDTH (W) FRAME HEIGHT EXT.( +) / INT.( -) EXT.( +) / INT.( -) 24" 30" 36" 42" 48" 54" 60" 66" 72" 24" 30" 36" 42" 48" 54- 60" 66" 72" 24" 30 36" 42 48" 54" 60" 66" 72" 24" 30" 36" 42" 48" 54" 60" 66" 72" 24" 30" 36" 42" 48" 54" 60" 66" 72" 78" 84" 90" 96" 102" 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 85.6 81.3 78.5 87.5 87.5 87.5 87.5 81.7 75.0 70.1 66.5 63.9 87.5 87.5 84.4 73.9 66.3 60.7 56.4 53.2 50.8 87.5 82.6 69.9 61.0 54.6 49.8 46.1 43.3 .1I0b �. • • Too.o 100.0 100.4 , •• 1 OO.Q • • 1000 • 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 95.9 90.0 85.6 • • • • • • • • • • • • • • • • FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITHOUT REINFORCING FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITH REINFORCING W1 I 3 I WIDTH (W) = W1 (JAME) Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 CA.N. 3538 B 2 3 2009 W I WIDTH (W) = W2 W1 + W2 2 MUM REVISED inounitlyktg with Mt nalicht likdbasgeode .Nowt 2re6 Product Control z O 1, F. w ▪ g ft t Ce O 8 a 0 a Vr'n 0 c. < o O °n E 2 • N ' O Ot W ai f co a n 0 r 0 ( ) ( ) c 0 a N 0 C 0 . o V c c O 0 O W 1 i3 N N O 1 Z 2 O ) n • v r drawing no. L 98 -42 ( sheet 4 of 1 1 • • • • . • • • MULLION LOAD CAPACITY - PSF • • • • IITH INTERMEDIATE HORIZONTALS II • • ... NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING • WIDTH (,W) FRAME HEIGHT EXT.( +) / INT.( -) EXT.( +) / INT.( -) • . '.• : . :. • • • • t4 �• 30::. 36" 2.: • •. r • ' ,. 54:• ••• 60" 66" ' • ••• 108" 84.2 100.0 67.3 100.0 Y 56.1 100.0 48.1 100.0 42.1 - 87.5 37.4 77.8 33.7 70.0 30.6 63.7 24" 30" 36" 42" 48" 54" 60 114" 71.6 100.0 57.3 100.0 47.7 99.3 40.9 85.1 35.8 74.4 31.8 66.2 28.6 59.6 24" 30" 36" 42" 48" 54" 60" 61.4 100.0 49.1 100.0 40.9 85.1 120" 35.1 72.9 30.7 63.8 27.3 56.7 24.5 51.1 MULLION LOAD CAPACITY - PSF • • ..• WITH INTERMEDIATE HORIZONTALS. ••: • NOMINAL DIMS. WIDTH (W) 30" 36" 42" 48" 54" 60" 66" 72" 24" 30" 36" 42" 48" 54" 60" 66" 72" 24" 30" 36" 42" 48" 54" 60" 66" 72" 24" 30 36" 42" 54 60" 66" 72" 24" 30" 36" 42 48" 54 60" 66" 72" FRAME HEIGHT 78" 84" 90" 96" 102" WITHOUT KITH • • • • REINFORCING REINFORCING 83.1 100.0 EXT.( +) / INT.( -) EXT.(+) / INT.( -) 87.5 :140.p • • 87.5 87.5 • • • • 100.0 87.5 100 + 4 • . 87.5 10u.0 • • •- • • 87.5 1051.17 • • 82.9 100.0 75.4 100.0 69.1 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 79.0 100.0 71.1 100.0 64.6 100.0 59.2 100.0 87.5 100.0 87.5 100.0 87.5 100.0 72.7 100.0 64.6 100.0 58.2 100.0 52.9 100.0 48.5 100.0 87.5 100.0 87.5 100.0 79.9 100.0 68.5 100.0 59.9 100.0 53.3 100.0 47.9 99.7 43.6 90.7 39.9 83.1 87.5 100.0 79.9 100.0 66.6 100.0 57.1 100.0 50.0 100.0 44.4 92.4 40.0 83.1 36.3 75.6 69.3 • • • • • • • • • �. • • • • • • • • • FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITHOUT REINFORCING WITH REINFORCING FRAME JAMB INTERMEDIATE DOOR MULLION MULLION 'ARCH ALUM' DOORS SEE SEPARATE NOA WIDTH (W) = WIDTH (W) = WI WIDTH (W) = W1 (JAMB) 1 1 1 seP W1 W2 W1 'ARCH ALUM' DOORS SEE SEPARATE NOA W1 + W2 2 0 W I + W2 2 W x 2 ANCHORS REOD. SEE DOOR NOA INTERMEDIATE HORIZONTAL. Engr: DR. HUMA.YOUN FAR000 STRUCTURES FLA. PE / 16557 CAN. 3538 FEB 2 3 2009 W1 _ WIDTH (W) = INTERMEDIATE HORIZONTALS W2 'ARCH ALUM' DOORS SEE SEPARATE NOA W1 + W2 2 WIDTH (W) = 21 + 42 PR4 REVISED es Shading complying the F1c�sida Accoptance,No - - "06 Endradon Hato 3tI 20€.14 BY Miami atkzet Control Division IVY i n 7 LL 8 N 0 v 1 CO 1/ I N • c o. 0 CO3 v m 0 0 O W A 0 n O 4 x 0 g 0 drawing no. 98 -42 ( sheet 5 of 1 1 • • FAX. (954) 724-9293 WP FRAME HEIGHT :iii I \ I '. 1 ,.I ', '':iii I i / 1 1 � / ii r '.f_ - -J Wt W2 MULLION LOAD CAPACITY - PSF • • ..• WITH INTERMEDIATE HORIZONTALS. ••: • NOMINAL DIMS. WIDTH (W) 30" 36" 42" 48" 54" 60" 66" 72" 24" 30" 36" 42" 48" 54" 60" 66" 72" 24" 30" 36" 42" 48" 54" 60" 66" 72" 24" 30 36" 42" 54 60" 66" 72" 24" 30" 36" 42 48" 54 60" 66" 72" FRAME HEIGHT 78" 84" 90" 96" 102" WITHOUT KITH • • • • REINFORCING REINFORCING 83.1 100.0 EXT.( +) / INT.( -) EXT.(+) / INT.( -) 87.5 :140.p • • 87.5 87.5 • • • • 100.0 87.5 100 + 4 • . 87.5 10u.0 • • •- • • 87.5 1051.17 • • 82.9 100.0 75.4 100.0 69.1 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 79.0 100.0 71.1 100.0 64.6 100.0 59.2 100.0 87.5 100.0 87.5 100.0 87.5 100.0 72.7 100.0 64.6 100.0 58.2 100.0 52.9 100.0 48.5 100.0 87.5 100.0 87.5 100.0 79.9 100.0 68.5 100.0 59.9 100.0 53.3 100.0 47.9 99.7 43.6 90.7 39.9 83.1 87.5 100.0 79.9 100.0 66.6 100.0 57.1 100.0 50.0 100.0 44.4 92.4 40.0 83.1 36.3 75.6 69.3 • • • • • • • • • �. • • • • • • • • • FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITHOUT REINFORCING WITH REINFORCING FRAME JAMB INTERMEDIATE DOOR MULLION MULLION 'ARCH ALUM' DOORS SEE SEPARATE NOA WIDTH (W) = WIDTH (W) = WI WIDTH (W) = W1 (JAMB) 1 1 1 seP W1 W2 W1 'ARCH ALUM' DOORS SEE SEPARATE NOA W1 + W2 2 0 W I + W2 2 W x 2 ANCHORS REOD. SEE DOOR NOA INTERMEDIATE HORIZONTAL. Engr: DR. HUMA.YOUN FAR000 STRUCTURES FLA. PE / 16557 CAN. 3538 FEB 2 3 2009 W1 _ WIDTH (W) = INTERMEDIATE HORIZONTALS W2 'ARCH ALUM' DOORS SEE SEPARATE NOA W1 + W2 2 WIDTH (W) = 21 + 42 PR4 REVISED es Shading complying the F1c�sida Accoptance,No - - "06 Endradon Hato 3tI 20€.14 BY Miami atkzet Control Division IVY i n 7 LL 8 N 0 v 1 CO 1/ I N • c o. 0 CO3 v m 0 0 O W A 0 n O 4 x 0 g 0 drawing no. 98 -42 ( sheet 5 of 1 1 • • FAX. (954) 724-9293 ._ TOTAL NO. OF ANCHORS ANCHORS AT DOOR MULLION SILL TYPE AT FIX. LITE AT DOOR A 3 2 8 2 2 C 2 2 ._ TOTAL NO. OF ANCHORS ANCHORS AT DOOR MULUON HEAD TYPE AT FIX. LITE AT DOOR A 4 3 8 3 2 C 3 2 ._ _ r i.3f -- ---- '4'�`F- - -� 111\ / 111 . / 111 N / 111 � / III! ;Lf %% \` • 4 N rn A \ 111 / I \\ 111 / I \ 111 / I \ 111 / I \, III // L---- �Ik - - - -J i DOOR HEIGHT W ' LENGTH (L) tnn WIDTH (W2) II WIDTH (W1) WIDTH (WI) 72 60" 72" 72" NOMINAL WIDTH (W2) 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 54" 30" 33" 36 39" 42" 48" 54° 30" 33" 36" 39" 42" 48" 54" 30" 33" 36 39" 42" 48" 54" MULLION D CAPACITY - PSF - q 1' LENGTH H 96" 96" 96" 102" 108" 114 WITHOUT REINFORCING EXT.( +) INT.( -) 71.1 68.1 65.3 62.7 60.3 56.0 52.3 64.5 62.0 59.6 57.5 55.5 51.8 48.6 56.8 54.5 52.4 50.4 48.6 45.3 42.4 51.3 49.4 47.6 46.0 44.5 41.7 39.2 46.2 44.4 42.8 41.2 39.8 37.2 34.9 41.6 40.1 38.8 37.5 36.3 34.1 32.2 WITH: REINFORCING EXT.( +) INT.(,) • 87 ' • 871 • 87.5 87.5 87.5 •• 87.5 87.5 "- 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.2 82.1 87.5 87.5 87.5 86.2 83.2 77.7 72.9 87.5 83.9 81.1 78.4 75.9 71.3 67.3 N • ••• • • • • • ••• . • • • • • • • •. N6MrNAt DIMS. WIDTH WIDTH LENGTH (W1) ► ( W7)} u (A) • • • . 30 "• • • • • • • ••• • • .33 • 50 . 36" • • • ••• • 82• • • • •I 480 • • • • • 54" 72" 30" 33" 36" 39" 42" 48" • MULLION 'LOAD CAPACITY - PSF ••• • •• • • ••• 96" LENGTH . 0 -1 •• • • • • • ••d • .. • • • • 120" WITHOUT REINFORCING EXT.(+) INT.( -) 38.3 36.8 35.5 34.2 33.1 31.0 29.1 34.3 312 32.1 31.0 .30.1 28.3 WITH REINFORCING EXT.( +) tNT.( -) 80.0 77.0 74.2 71.6 69.1 64.7 60.9 71.8 69.3 67.1 64.9 62.9 59.2 'ARCH ALUM' 000RS SEE SEPARATE NOA WIDTH WIDTH (W1) (W2) 30" 33" 36" 39" 42" 48" 54" 60" 72 60" 72" 72" NOMINAL DIMS. 30" 33 36" 39" 42" 48" 54" 30 33" 36" 39" 42" 48" 54" 30 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 54° 30" 33" 36" 39" 42" 48" 54" MULLION LOAD CAPACITY - PSF n LENGTH LENGTH (A) (L) 90 90" 90" 96" 102" 108" WITHOUT REINFORCING EXT.( +) INT.( -) 85.0 81.3 78.0 74.9 72.1 67.0 62.6 77.0 74.0 71.3 68.7 66.3 62.0 58.2 67.0 64.3 61.8 59.5 57.3 53.5 50.1 60.5 58.3 56.2 54.3 52.5 49.2 46.3 54.0 51.9 49.9 48.1 46.5 43.4 40.8 48.5 46.8 45.2 43.7 42.4 39.8 37.6 WITH REINFORCING EXT.( +) INT.( -) 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 85.3 87.5 87.5 87.5 87.5 87.5 83.3 78.6 WIDTH (W2) WIDTH (WI) 72" 72" NOMINAL DIMS. 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39 42" 48" MULLION LOAD CAPACITY - PSF 90" 90" Engr. DR. elUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 C.A.N. 3538 FEB 2 3 2009 LENGTH (L) 114" 120" WITHOUT WITH REINFORCING REINFORCING EXT.(+) EXT.(+) INT.( -) INT.( -) 38.3 35.9 44.3 87.5 42.6 41.1 29.9 29.0 27.4 Product Control 87.5 85.9 39.6 82.9 80.1 75.0 .33.7 70.6 39.7 83.0 38.3 80.2 37.1 77.6 35.9 75.1 34.8 72.8 32.8 68.6 31.0 64.8 36.9 77.1 35.5 74.3 34.3 71.7 33.1 69.2 32.0 67.0 30.0 62.8 28.3 59.2 310 69.0 31.9 66.8 30.9 64.6 62.6 60.7 57.3 PRODUCT REVISHD as complying with the rim ids Building Code Acceptance No X 04 1 - o /?Z-o6 Eildintfaa m h ca co 8 N N 0 C 0 a N 0 0 0 C 8 0 1 n 0 W c, 0 5 0 1 g a 1 drawing no. 98 -42 sheet 6 of 1 1 FAX. (954) 724-9293 WIDTH I WIDTH (W1) 1 (W2) 60" 72" 72" 72 NOMINAL DIMS. 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48 54" 30" 33" 36" 39" 42" 48 54" 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42 48" 54" MULLION LOAD CAPACITY •••7n LENGTH LENGTH (A) 1 (1) 84" 84 90" 96" 102° PSF WITHOUT WITH' - REINFORCING REINFORCING EXT.( +) INT.( -) 87.5 87. 8745 • 87.5 87.5 87.5 87.5 87.2 81.0 87.5 75.7 87.5 87.5 87.5 87.5 87.5 86.1 87.5 83.0 87.5 80.1 87.5 74.9 87.5 70.3 87.5 79.8 87.5 76.6 87.5 73.7 87.5 70.9 87.5 68.4 87.5 63.8 87.5 59.8 87.5 72.0 87.5 69.4 87.5 66.9 87.5 64.7 87.5 62.5 87.5 58.7 87.5 55.3 87.5 63.5 87.5 61.1 87.5 58.8 87.5 56.7 87.5 54.8 87.5 51.2 87.5 48.1 87.5 57.1 87.5 55.1 87.5 53.2 51.5 49.9 46.9 87.5 44.3 1 87.5 EXT.( +) INT.(.) • 8t5. i 87.5 • 87.5 87.5 87.5 •- • • ••• • 60" • • • • ••• •- 72" 60" 72" 72" • 30" 33" 36" 39" 42" 48" 54" 30" 33" 36 39" 42" 48 54" 30" 33" .36" 39 42" 48 54" 30" 3.3" 36" 39 42" 48" WIDTH WIDTH (WI) . (WZ1•- I • 30• ' • • i • 36" • 39 : : • • • 018 : • • 54" 30" 33" 36" 39" 42" 48" 54" • MUI•LWIDT• LOAD CAPACITY - PSF •• • • • • • • •• 'NbM1NtML DIM LENGTH LENGTH (A2_ • <l ii ) • • 84" 84" • ••• • • • • • - • • • • •• • •• • • • • • ••• t• 84" 108" 114" 120" WITHOUT REINFORCING EXT.(+) INT.( -) WITH REINFORCING EXT.( +) INT.( -) 51.6 87,5 49.7 87.5 47.9 87.5 46.2 87.5 44.7 87.5 41.9 87.5 39.4 82.4 46.2 87.5 44.7 87.5 43.2 87.5 41.9 87.5 40.6 84.9 38.3 80.0 36.2 75.7 42.6 87.5 41.1 85.9 39.6 82.9 38.3 80.1 37.1 77.5 34.8 72.8 32.8 68.6 38.1 79.7 36.9 77.1 35.7 74.7 34.6 72.4 33.6 70.3 31.7 66.3 30.0 62.8 35.7 74.7 34.5 72.1 33.3 69.6 32.2 67.3 31.2 65.2 29.3 61.2 27.6 57.8 31.9 66.8 30.9 64.6 29.9 62.6 29.0 60.7 28.2 59.0 26.6 55.7 NOMINAL DIMS. WIDTH WIDTH LENGTH (111) (W2) (A) 30" 33" 60" 36" 39" 42" 48" 54" 30" 33° 36" 39" 42" 48" 54" 72" 72" 72" 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 54" MULLION LOAD CAPACITY - PSF 80" 80" 80" LENGTH (L) 90" 96" 102" WITHOUT REINFORCING EXT.( +) INT.( -) 87.5 87.5 87.5 87.1 83.9 78.3 73.3 87.5 85.4 82.3 79.5 76.9 72.1 67.8 76.9 73.9 71.1 68.5 66.2 61.9 58.1 69.1 66.7 64.4 62.3 60.3 56.7 53.5 61.6 59.3 57.1 55.1 53.3 49.9 47.0 55.2 53.3 51.6 49.9 48.4 45.6 43.1 WITH REINFORCING EXT.( +) INT.( -) 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 WIDTH (W1) 72" 60" 72" 72" NOMINAL DIMS. WIDTH (W2) 30" 33" 36" 39" 42" 48" 54" 30 33" 36" 39" 42 48" 54" 30 33" 36" 39" 42" 48" 54" 30" 33" 39" 42" 48" 54 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" MULLION LOAD CAPACITY - PSF LENGTH LENGTH (A) (L) 80" 80" 80" Engr: OR. HUMAYOUN FAR000 STRUCTURES F.A. i PE 1 16557 CA.N. 3338 FEB 2 3 2009 108" 114" 120" WITHOUT REINFORCING EXT.( +) INT.( -) 50.3 48.4 46.7 45.2 43.7 41.0 38.6 44.9 43.5 42.1 40.8 39.6 37.4 35.4 41.7 40.2 38.9 37.6 36.4 34.2 32.2 37.2 36.1 34.9 33.9 32.9 31.1 29.5 35.1 33.9 32.8 31.7 30.7 28.9 27.2 31.3 30.3 29.4 28.5 27.7 26.2 WITH REINFORCING EXT.( +) INT.( -) 87.5 87.5 87.5 87.5 87.5 85.8 80.8 87.5 87.5 87.5 85.4 82.8 78.2 74.1 87.3 84.2 81.3 78.6 76.1 71.5 67.4 77.9 75.4 73.1 70.9 68.9 65.1 61.7 73.5 70.9 68.5 66.3 64.2 60.4 57.0 65.5 63.4 61.5 59.7 58.0 54.9 PRODUCT REVISED 48 PIYing with the Fioriela Code E,o. e D at �' 0/22 .06 6 0/10. Z CO °' � 2 CO O d O . CL u. 0 • 3 � .i O'dQO g O � Q W j LL IS 0i 0j � O � Z 1 0.1 CO CO Q W M a 2 t O . 1 S S U 1 X t M M j M Z to EL Z U o 0c g c 0 n 0 N v a 0 v 0 sc O 0 1 2 N 0 s 0 • • '6 drawing no. 98 -42 sheet 7 of 1 1 ' NA s fr su j Wt W 2 W3 _ a I Y q?s, FRAME HEIGHT `.1 P 1 \ J s \I i /1 1 , 1 1 / I W; W W2 r l�, W3 II • • • • NOMINAL DIMS. ANCHOR LOAD CAPACITY - PSF ANCHORS TYPE 'A' ANCHORS TYPE 'H' ANCHORS TYPE 'C' 'A3' "A4"82"• 'D3' • 100.0 100.0 100.0 100.0 100.0 100.0 1000 •1 00.0 100.0 100.0 1019.0• 4 1 • ..0 100.0 1 00.0 l OD.Q • lotto 100.0 100.0 100.0 100.0 100.0 100.0 99.0 100.0 00 0 94.5 • ,100 85.9 130+0 90.8 100.0 78.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 91.9 84.3 100.0 100.0 100.0 100.0 100.0 100.0 94.4 85.8 78.7 100.0 100.0 100.0 100.0 100.0 98.3 88.5 80.5 73.8 100.0 100.0 100.0 100.0 100.0 92.5 83.3 75.7 69.4 100.0 100.0 100.0 100.0 98.3 87.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 92.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 87.8 79.8 73.1 100.0 100.0 100.0 100.0 100.0 91.0 81.9 74.5 68.3 100.0 100.0 100.0 100.0 96.0 85.3 76.8 69.8 64.0 100.0 100.0 100.0 100.0 90.4 80.3 72.3 65.7 60.2 100.0 100.0 100.0 97.5 85.3 75.9 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.6 90.4 100.0 100.0 100.0 100.0 100.0 100.0 78.7 100.0 68.3 100.0 100.0 WIDTH HEIGHT 'A2' 24" 30" 36" 42" 48" 54" 60" 66" 72" 78" 24" 30" 36" 42" 48" 54" 60" 66" 72" 24" 30" 36 42" 48" 54" 60 66" 72" 24° 30" 36 42" 48" 54" 60 66" 72" 24" 30" 36" 42" 48" 54" 60" 66" 72" 24" 30" 36" 42" 48" 54" 60" 66" ANCHOR LOAD CAPACITY - PSF • ••• • • • • •• •• NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS " 'B ANC. OM 'Q'PE 'L 84" 90" 96" 102" 108" 100.0 100.0 100.0 100.0 90.8 80.7 72.6 66.0 60.5 100.0 100.0 100.0 96.3 84.3 74.9 67.4 61.3 56.2 100.0 100.0 100.0 89.9 78.7 69.9 62.9 52.4 100.0 100.0 98.3 84.3 73.8 65.6 59.0 53.6 49.2 100.0 100.0 92.5 79.3 69.4 61.7 55.5 50.5 46.3 100.0 100.0 87.4 74.9 65.6 58.3 52.4 47.7 MX•O 100.0 109.0 7. • 88.4 81.0 100.0 100.0 100.0 100.0 100.0 100.0 90.3 82.1 75.2 100.0 100.0 100.0 100.0 100.0 93.6 84.3 76.6 70.2 100.0 100.0 100.0 100.0 98.8 87.8 79.0 71.8 65.8 100.0 100.0 100.0 100.0 92.9 82.6 74.4 67.6 62.0 100.0 100.0 100.0 100.0 87.8 78.0 70.2 63.8 'C3' 100.0 • =00.0 • 400.0 •100.0 ' 100.0 ..100'). 160O• • 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 98.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 92.9 100.0 100.0 100.0 100.0 100.0 100.0 100.0 95.8 • • u 4 WIDTH (W) FRAME HEIGHT 24" ." • 3Q" • • $ 48" .�" •• • 60" 114 • • • 24" 30" 36" 42" 48" 54" 60" ANCHORS TYPES; SEE SHEET 9 FOR DESCRIPTION A2 = (2) ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION A3 = (3) ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION A4 = (4) ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION B2 = (2) ANCHORS TYPE '8' AT JAMB OR EACH SIDE OF MULLION B3 = (3) ANCHORS TYPE 'B' AT JAMB OR EACH SIDE OF MUWON C2 = (2) ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION C3 = (3) ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 120" A2. 132. C2 100.0 99.4 82.8 71.0 62.1 55.2 49.7 100.0 100.0 100.0 100.0 93.2 82.8 74.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 92.4 100.0 80.8 100.0 71.9 99.4 64.7 1 00 .0 94.4 78.7 100.0 100.0 100.0 100.0 67.4 59.0 52.4 47.2 'A3' 100.0 100.0 100.0 100.0 88.5 78.7 70.8 'A4 '02' 100.0 100.0 100.0 100.0 100.0 100.0 97.0 100.0 100.0 100.0 87.8 100.0 76.8 100.0 68.3 94.4 61.4 A3. 183. C3 100.0 100.0 100.0 95.0 83.2 73.9 66.5 100.0 92.2 'B3' 100.0 1 00 .0 100.0 100.0 100.0 'C2' 100.0 100.0 100.0 90.3 79.0 70.2 63.2 'C3' 100.0 100.0 100.0 100.0 100.0 100.0 99.8 100.0 100.0 100.0 100.0 100.0 100.0 94.8 A4 INTERMEDIATE HORIZONTAL WIDTH (w) = 401 AT FRAME JAMB WIDTH (W) = W2 + W3 AT FRAME MULLION 2 'ARCH ALUM' DOORS SEE SEPARATE NOA 1 W1 W2 J W3 , ^1 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) = AT FRAME MULUON W2 + W3 2 Engr. OR. HUMATOUN FAR000 STRUCTURES FLA. PE if 16557 CA.N. 3538 EB 2 3 2009 INTERMEDIATE W1 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) _ + 403 AT FRAME MULLION 2 W2 WIDTH (W) • Wt AT FRAME JAMB 'ARCH ALUM' DOORS 'ARCH ALUM' DOORS SEE SEPARATE NOA WIDTH (W) = W2 + W3 AT FRAME MULLION 2 PRODUCT REvFSED as P1 Codpvtth the Pr: t Building Acceptonce -0/2 4 ion Date ►`~ Product Control ----- X W J 8 n m M in c 0 C O T. N 9. .0 O Ty 0 C a s O N 0 0 1 0 O 0 O 8 r z • • drowing no. 98 -42 sheet 8 of 1 1 • • • FAX. (954) 724-9293 0 z 0 0 I" 1 H W TYPICAL ANCHORS ° a 4 a VC! 4 VC! 4 .• 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 4 o 4 Q p 0 4 4 • a • • • •• •• � • • • • • • • • t ANCHORS • • • • • • • • • \SEE ELEV. FOR SPACING • • • • • • • • • • ••• • • • • ••• METAL STRUCTURE 4 \ 1/8" MIN. THICKNESS a 4 a 4 4 • •a • ••• 4 4 V Q v •.; • • • •• • • • • • 1M. •2 • • 0 °d TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 a ° a G 4 d 28Y WOOD BUCKS ° 0 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING Z ul _ TYPICAL ANCHORS SEE ELEV. FOR SPACING CONCRETE Pe = 3000 PSI MIN. MASONRY f'm = 1500 PSI MIN. THIS PRODUCT MAY BE INSTALLED INSIDE OR OUTSIDE GLAZED TYPICAL ANCHORS WOOD STRUC ES WOOD BUCKS AND METAL STRUCTURE NOT BY ARCH ALUM. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: see ELEV. FOR SPACING TYPE 'A'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1 /2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'— 1/4 DIA. ULTRACON BY 'ELCO' (Fu =177 KSI. Fy =155 KSI) DIRECTLY INTO CONC. OR MASONRY 1 -5/8" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'— ji 1 4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KS! MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO W000 STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: GLAZING BEAD AT FRAME SILL SEALED TO GLASS WITH DOW CORNING 995. FRAME CORNERS SEALED WITH DOW CORNING 999. Eng-: DR. HUMAYOUN FAR000 STRUCTURES EI,A. PE / 1G557 C.A.N. 3538 FEB 2 3 2009 PRODUCT REVISED Building Code with the d Florida Acceptance Nofl Date O Division Prot Control In c z 0 V) J ( 0 . 0 d v .• 0 0 8 O N O O W 1- m 0 O 0 N O 8 4 C 0 . . , drowing no. 98 -42 sheet 9 of 1 1 rn W ar 0 In W000 BUCK FILLER OPTIONAL BY OTHERS MIN. & MAX. GAP SEE CHART BELOW MAX. FRAME GAP HEIGHT MIN. MAX. 60" 3/16" 1/2" 72" 1/4" 1/2" 84" 1/4" 1/2" 98" 3/8" 1/2" 106" 3/8" 1/2" 120" 1/2" 1/2" MAX. FRAME MAX. GAP AT WIDTH EACH SIDE 30 FT. 1/4" 60 FT. 1/2" ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. SILICONE DOW CORNING 790 DEPTH = Y OF JOINT WIDTH LIMITED TO y MIN. & )" MAX. MIN. 12 -24 SMS MIN. 3 HINGES • • •• • • • • • \.• • • D.L. OPG. _ D.L. OPG. FRAME WIDTH EXTERIOR OR INTERIOR AGP -154 (1046A) 7 -JAMB/HEAD MIN. 110-24 AT 12" O.C. SEE 'ARCH ALUM' (IMPACT DOOR NOA I FOR DOOR RATING AND DETAILS MIN. & MAX. GAP SEE CHART BELOW FRAME WIDTH MIN. 12 -24 SMS MIN. 3 HINGES Engr: DR. HUMAYUUN FAR000 STRUCTURES FLA. PEI 16557 C.A.N. 3538 F EB 2 S 2009 REINFORCING OPTIONAL SEE CHARTS ON SHEETS 4 THRU 7 • • • Z o O Q 2 N O w re 0 16 v 0 `/ tt D 1.QO 8 O cpat a el 11 <511g ) nl 0 m [n 0 y o C W N O 1 0 2 G L drawing no 98 -42 (sheet 10 of 1 1 co 0 IN C FRAME HEAD /SILL /JAMB 2.750 SHEAR BLOCK FRAME INTERMEDIATE MULLION 3.938 0 0 11 6 L .968 + 2.002 1.000 GLAZING STOP WEDGE —IN GASKET 1 I.250 • • .750 •. • 3.938 • •• ••. •• ITEM NO. PART NUMBER 1 3001 (AGA -356) 2 3002 3 3003 4 AR -3004 6 7 8 9 9A 10 10A 11 #12 -24 X 3/4 1/4-20 X 1 -1/2" V2100 V2200 QUANTITY AS READ. AS REOD. AS REOD. 1/ CORNER AS READ. AS READ. 2/ CORNER 2/ CORNER AS REOD. il FRAME HEAD /SILL /JAMB GLAZING STOP SHEAR BLOCK GLAZING GASKET - ADHESIVE GLAZING COMPOUND DESCRIPTION FLAT HEAD THREAD CUTTING SCREWS PAN HEAD MACHINE SCREWS ALUMINUM REINFORCEMENT FRAME CORNER HEAD & SILL INTER. HORIZ. MULLION Engt: L)R. NUMAYOUN FAR000 STRUCTURES FLA. PE f 16557 C.A.N. 35,38 FEB 2 3 2009 MATERIAL 6063 -T6 6063 -T6 6063 -T6 6063 -T5 EPDM 70 *5 SILICONE - SAINT GOBAIN PLASTICS NEOPRENE NEOPRENE 5063 -T6 ARCH ALUM & GLASS CO. ARCH ALUM & GLASS CO. ARCH ALUM & GLASS CO. 1" LONG DOW CORNING MANF. /SUPPLIER /REMARKS NORTON NORTON Product Control drawing no. 98-42 (sheet 1 1 of 11 • • 4.500 • ••• • . • • •. • • • •• •• • • • • • • • • • • • • ••• • • • • rs+968•1• • • • ••2.045 i • • • •.• • I • • • • •. • •• • • • • • • • • • • ..: __L - • : 1 • . • • • •.• • Inspection Number: INSP - 140651 Permit Number: PL -4 -10 -633 Scheduled Inspection Date: May 03, 2010 Inspector: Bruhn, Norman Owner: BONAU, JOSE Job Address: 1250 NE 102 Street Project <NONE> April 30, 2010 Miami Shores, FL Contractor: CHAPMAN SEPTIC SERVICE, INC. Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 c - Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Drainfield Phone Number Parcel Number 1132050250030 Phone: (305)815 -9901 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments HRS APPROVAL IN FILE For Inspections please call: (305)762 -4949 Page 13 of 29 Signature DIVISION Of Environmental Health Florida Department of Health Miami -Dade County Health Department OS DS /% eil Division 11805 S%% 26 St. • Miami, F1. 3317 Project Address 1250 NE 102 Street Miami Shores, FL Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 JOSE BONAU 1250 NE 102 ST MIAMI SHORES FL 33138 -2618 Valuation: Total Sq Feet: $ 2,400.00 0 ; Contractor(s) Phone CeII Phone CHAPMAN SEPTIC SERVICE, INC. (305)815 -9901 Type of Work: DRAINFIELD Type of Piping: SEPTIC Additional Info: 300SQFT SAND FILTER Bond Retum : Classification: Residential Fees Due Bond Type - Contractors Bond CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $300.00 $1.80 $0.60 $150.00 $3.00 $2.40 $457.80 Address Parcel Number 1132050250030 Block: Lot: 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department _ Copy : APPROVED_ Expiration: 1 / 1 Phone Pay Date Pay Type Invoice # PL-4-10 -37590 04/15/2010 Credit Card 04/19/2010 Credit Card Bond #: 1955 Amt Paid Amt Due $ 50.00 $ 407.80 $ 407.80 $ 0.00 Applicant JOSE BONAU April 19, 2010 Date Cell Available Inspections: I nspection Type: Final Rough Landscaping 1 April 19, 2010 1 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING „Yale - 1 Owner's Name (Fee Simple Titleholder) Phone # /az ee7-- S tate f Owner's Address / S City " �SG Tenant/Lessee Name Email 7 e m .6°4.4 4e-C CLSar'q/. y,oC-1 Job Address (where the work is being done) '0 �� /O /�( C� City Miami Shores Village i County Miami -Dade Zip ___,3/ 3 ca' - 3 °f-- 2- — 7a3o ' 'oc dr 14 ' i i .�. 1 - - Jr/ Contr i CO4 , c-e ` fi efs tor's Company Name Phone # Contractor's Address o . / 9 3/ 9// City /1747 / State /.."/' - State Certificate or Registration No.5 m® 4v-110 Certificate of Competency No. Qualifier Name Contact Phone Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: Ik Miami Shores Village 1uilding Department 1005„0 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (303) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 C ar � c. AO to Zip 5 dZ� Phone # 6 : ' b E -mail ONew Training/Education Fee $ Zip Radon $ DPBR $ Master Permit No. APR 15.2010 1.1 BY: Permit No. T L\O 3 7 s f Baal, CA ae 786 9-29 7ij S2 d' c2 /% "77A.e) Phone # /l.// Architect/Engineer's Name (if applicable) A/// 04 Phone # Square / Linear Footap'Of Work: Repair/Replace ❑ Demolition Submittal Fee $ 50 • 04 D Permit Fee $ ,' o CO/CC Notary $ Scanning $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ ,. Tecolegee $ ' Bond $ See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and MR 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: " SCOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve reinspection fee will be charged. Signature yI , Owner or Agent The foregoing instrument was acknowledged before me this day of P - 1 20 ( by OS{ 3 0 who is personally known to me or who has produced As identification and who did take an NOTARY PUBLIC: Sign: )aY1Q O.. C Print: Voyles Q Covn-l-rei 1 My Commission Expires: * * * * * * * * * * * * * * ** APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) °•; ;;";; ;;; VANESA CANTREU. ' ' ( *.S. :. Notary Public - State of Flea II *_a:�,,t . Myttrn*IV8 tpinskJUR4ii29: A. F ` 74i Rondo! Commission Through National 897782 .,;;; oug Notary U, oath. s Examiner Engineer Signature Contractor The foregoing instrument was acknowledged before m this it-P day of r'I' 1 , 20 / 0, by akrad who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: VanikrUbt.4%. otP V Print: dl rl , S O ern.i'1c,e 1 t My C * * * * * * * * * * * * * * * ** 5,2011. YUggeS- — — — .01V: AML AM. VANESA CANTRELL z r �� ( Notary Public - State of Florida • ��� _. My Comm. Expires Jun 15, 2013 is tbffnSif: a�h*#'btf19 �$;,; :°/ Bonded Through National Notary Asen. * * * * * ** Zoning Clerk checked 04/14/2010 12:26 FAX CONSTRUCTION PERMIT FOR: OSTDS Repair APPLSCANT: Jose BOnau PROPERTY ADDRESS: 1250 NE 102 St Miami, FL 33138 LOT: 3 L D WILL REQUIRED: 0 9 R STATE OF FLORIDA DEPARTMENT 01 MALTS OMSITA =NAGE TREATMENT AND DISPOSAL STATEN BLOCK: 185 PROPERTY ID •: 11-3205-025-0030 SYSTEM MUST BE CONSTRUCTED ZN AC MANGE WITR SPECIFICATIONS AND STAMDARDB OF SECTION 341.0065, S.B., AND CHAPTER 64E-6, S.A.C. DEPAR'NT APPROVAL OF SYSTEM[ DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANT SPECIFIC PERIOD OF T. ANT CHANGE IN MATERIAL FACTS, REICH SERVED AS A BASIS NOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY TEE PERMIT APPLICATION. OUCH MODIFICATIONS !.T RESULT IN THIS PST MING MADE NULL AND VOID. XSSU NCE OS THIS PEEWIT DOHS NOT EXIBeT THE APPLICANT FROM eviivgap2o= 9190 osssa FEDERAL, STATE, OR LOCAL PEAffiTTING REQUIRED FOR DEVELOPMENT OF TESS PROPERTY. SYSTEM DESIGN AND 0PECIFICATIOIri T ( 750 l GALLONS / GPD Seotic lank CAPACITY A ( 0 l GALLONS / 050 CAPACITY N [ 0 ] GALLONS GREASE XNTERCBPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK :1280 GALLONS] K [ ] GALLONS DOSS TANK CAPACITY [ paLions lit (DOSES PER 24 Pis SPalps t I D t 300 ] MAMA FEET MACu000t1 SYSTEM R [ 0 I aQ{MARt FEET SYSTEM A TYPE SYSTEM: [ I STANDARD [ ] FILLED lip] MAID [ I I CONFIGURATION: [ I TRENCH [x] BED [ 1 F F LOCATION OF BENCHMARK: FFE. 11.84' NOVA I ELEVATsO I OF PR090BMB SYSTEM OTTE ( 25.00 3 1 jj 4 J FT 1 1 /[ 0 IMINNOTticAarguNcg Pagta E 9OTTOM OF DBATNFIE&D TO BE 118.001 rooms 1.- Existing 750 gat septic tank to remain. 2.- Install 300 sf of draintle ld In bed configuration. 3.- Install 12" of slight* limited soil at the bottom of the drainfield. 4.- Peiimiter of excavation area shall be at least 2 ft wider and longer than the proposed absorption bed. 5. -Invert elevation of drainfietd to be no fess 0160.75 ft NGVD. 6.- Bottom of drain5eld elevation to be no less than 7.25 It NOVA. --� THIS PERMIT IS NOT FOR " ADDITION(s) ". SAMMOAOS SAY 1dcA1,�M DIEPAMMat SPECIFICATIONS NT: Gegard L Foil$ APP00V9D BY: DATE x99090: DA 4016, 10/97 I oast Editions NOV Bo Usodl 0 1.1.1 SUBDIVISION: [SECTION, TOMOSHIP, 99009, PARCEL NOMA) [OR TAR ID NUMBER] I 25.00 1 I 8�' n' I [ ABOvEilagNCEINARKAUSFERENCE POINT EXCAVATIVF pAQU RED: t 4200 l moan TITLE: TITLE: Mingiaeaa 8paaialist Is Dade CRC EXPIPATION DATE: 07/13/2010 18980968 89016132 la 001/001 1Q 4 13-SC-1130878 3'PPLICaTx0N *:AP960 5 DATE PAID: FEE PAID: RECEIPT 0: DOCUMENT 6: PR80e624 Pagel. of3