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RC-11-934Permit Number: RC -5 -11 -934 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 160051 Inspection Date: November 23, 2011 Inspector: Bruhn, Norman Owner: WANG, AN -CHI Job Address: 9290 N BAYSHORE Drive Miami Shores, FL 33138- Project: <NONE> Contractor: NRGC CONSTRUCTION LLC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1132050270240 Phone: (954)534 -4351 Building Department Comments BUILD COLUMNS AND BEAM TO REMOVE EXISTING PELLASLOPED GLAZING ROOF AND REPLACE IT WITH FLAT. INTALLATION OF NEW ALUMINUM WINDOWS & DOORS Pass #.2?// Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 22, 2011 Page 1 of 1 Miami Shores Village n 1(0,,E,,, Building Department I-- AWaTILS 10050 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 FBC 20 Permit Type: BUILDING ROOFING MAY 2 0,2011 Permit No.PCJ Master Permit No. OWNER: Name (Fee Simple Titleholder): Al-C '11-14./(16€7 Phone #:7 56 -32S • 40 6 6- Address: 929D M fbALISHOE. D .. City: WAYvit 11.101K Tenant/Lessee Name: /A-- State: R. Phone#: 33138. Email: JOB ADDRESS: q2 c10 t. 15AISKte V2.. City: Miami Shores Folio/Parcel #: I1.3205 - O2'1 -0210 Is the Building Historically Designated: Yes County: Miami Dade Zip: 331 3b NO Flood Zone: Phone#:y�454 -534- -4351 1So • 4 0 Zip: 33324 Phone#:1 &' 302110'I. CONTRACTOR: Company Name: MQC n 610UP IC Address: 1Sa20 W Wliia eAy City: W State: C. Qualifier Name: A1t@t MjY O EW1 State Certification or Registration #: Contact Phone #:1 Site) gS4614Z EA lb) Email Address: A `naNtpcNOW.Corn. DESIGNER: Architect/Engineer: Phone #: Certificate of Competency #: Cce -132864B C 1511066 y�h o Value of Work for this Permit: $ 24-.100 `2 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New LolRepair/Replace Demolition Description of Work: M fliorn wlnoOWS a sli�in6 foot Coat>zlralav of G MT RobP 1N *q3gidct `room. (aMo ttl of ACTUAL t 000 l wonDows and c oov', go4latL Lehi new AlumiouYrt meows cal sltoltr* Door ' %Ai Colvy ns ora beop • tuild flat pool, RtOkeinel. axis % p¢llas1o0 6LO► 2.4) ****+ x*** *********** ****** **+u**** ****x* *Feees **** ******** **** ******:x ****+x**** **** ***** Submittal Fee $ Permit Fee $ / o)--,S CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ • de • TOTAL FEE NOW DUE $ • Bonding Company's Name (if applicable) -%�• • Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 21 114 day of ,20 ( ,by AN-CIAWaA-q who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this2L day of s4 II ,20 IL, by Aldre5 or1eyc./I who is personally known to me or who has produced as identification and who did take an oath. ,4,10:44. JUAN MANUEL ARTUNDUAGA !c MY COMMISSION # DD813651 EXPIRES August 11, 2012 APPROVED BY At u-r 0, 2011 Q,�.j 119 (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner Structural Review NOTARY PUBLIC. Sign: Print: JUAN MANUEL ARTUNDUAGA •'e MY COMMISSION # DD813651 • , , EXPIRES August 11, 2012 7 398 0153 .ridallote Se My Commission Expires: Au1 Ttl,201l 03 //e Zoning Clerk PERMIT # 1 — Q-`dc (-4 CONTRACTOR: eat;'. N C ZL t. SUBMITTAL DATE: ADDRESS: 9 L UiZAE- ( NAME: RESUBMITAL DATES: - ) q, 11 k Sl 0 e <I ft40 . -. PROJECT TYPE: �9 44i, ZONING ',V FIRE )/4" ji 61i /4 STRUCTURAL \' IMPACT FE S g er- g, ir6, y // 7 \ ELECTRICAL r�. j J * HRS/DERM PLUMBING N C i k‘( (MECHANICAL BLDG ., CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: AN -CO -VAN 6 PERMIT# '\C — 5 -1i - ��`• ADDRESS: 0290 N (�SNbRE hh�IL��yyII��1Mip,�niS -NcES fit. 33138. FOLIO NUMBER: I 1- �2 05 ' 021 V ZTVFLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): -' COST OF PROPOSED IMPROVEMENTS: ?Q 10 0 (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (a h appraisal): 234 ( PPraisaq: ' �`�' --//1/01 OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: ,,eci7- V DATE: ,�'l/ — / / 4. Property Information Map My Home Miami -Dade County, Florida Property Information Map Aerial Photography - 2009 0 -113ft This map was created on 4/14/2011 12:40:17 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 Summary Details: Folio No.: 11- 3205 - 027 -0240 Property: 9290 N BAYSHORE DR Mailing Address: AN -CHI WANG &W HUI -MIN 9290 N BAYSHORE DR MIAMI SHORES FL 33138 -2949 Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/4 Floors: 1 Living Units: 1 Adj Sq Footage: 3,554 Lot Size: 10,937.50 SQ FT Year Built: 1954 Legal Description: BAY LURE PB 44 -63 LOT 12 BLK 2 LOT SIZE 87.500 X 125 OR 18113- 3675 0598 1 OR 18113- 3675 0598 00 Assessment Information: Year: 2010 2009 Land Value: $131,250 $191,625 Building Value: $271,834 $292,592 Market Value: $403,084 $484,217 Assessed Value: $262,193 $255,300 Exemption Information: M11111 2010 2009 Homestead: $25,000 $25,000 nd Homestead: YES YES Taxable Value Information: Year: 2010 2009 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $212,193 $50,000/ $205,300 County: $50,000/ $212,193 $50,000/ $205,300 City: $50,000/ $212,193 $50,000/ $205,300 School Board: $25,000/ $237,193 $25,000/ $230,300 Sale Information: Sale Date: 5/1998 Sale Amount: $212,000 Sale O /R: 18113 -3675 Sales Qualification Description: Sales which are qualified View Additional Sales http: / /gisims2.miamidade. gov /myhome /printmap. asp ?mapurl =http: / /gisims2.miamidade.go... 4/14/2011 Accmcf CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS 8/2/2011 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to certificate holder In lieu of such endorsemenhe). the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the PRODUCER Presidential Insurance Services, LLC 2665 South Bayshore Drive #220-16 Miami, FL. 33133, INSURED NRGC Construction Group LLC 15920 W. Wind Circle Sunrise, FL. 33326 COVERAG PAE: Jeff Lampert PHONE j, _ AE-MrcA, INL kto. 305-423-0350 AFNAAX R) 305-423-0351 I AM:MEW ieff@insurancequoteliveCom INSURER(S) AFFORDiNG COVERAGE 11 INSURER A , United Specialty Insurance Company NAM (NSURER INSURER C INSURER D INSURER E INSURER F THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD R: INDIC.ATED, NOTVOTHSTANDING ANY REOuIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH 11-IIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREN1/41 IS SUBJECT TO ALL THE TERMS, Ina EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS 'ADFICEUEIN LTA TYPE OF WSURANCE POLICY EFF POLICY POUCY N D ta,..1.114 A GENERAL LIABILITY X corialERcIAL GENERAL I SILTY CLAMS-MADE X accuR GEN'L AGGREGATE Loon' APPLIES PER X poliCy jEcT LOC AUTOMOBILE UABILFIY ANY AUTO ALL °mu) y SCHEDuLEC AUTOS . X AuTs r' NON-QM,NED ALITOS HIRED AUTOS PC-80026 UMBRELLA MB - EXCESS LIAR , DEO RETENTr WORKERS COMPENSATION AND EMPLOYERS UAEELITY ANY PROPRTETORIPARTNERIEXECU oFFICERNEMBE_R ExcLuxrr (Mandatary In NH) f yes, desenne un4er DESCRIPTION OF OPERATIONS v OCCUR CLAIMS-MADE Y N NIA UNITS EACH OCCURRENCE 5 1,000,000 I7.57.MAGrTO REN-F-0— . 50 000 _FREMISES_IEA MED EXP Any one ersr s 5,000 7/26/201 212R12n1 2 • - pERsoNAI. g ADv iNjuRy S 1.000,000 GENERAL AGGREGATE 2,000,000 $ PPODUC'S - DOA/Tr-OP AGG 1 . 00D000 $ CMV$DSN LE LMT :ELa acz.ttArn, cV.ir I Pe' ne-son; _ (%„(.LIAsi :Pe.rac.08enti S QROPERTY DAMAGE $ Pe • am-Alen-1y DESCRIPTION OF OPERATIONS LOCATIONS VEHICLES (Attu-bacon, 101, Additional Remarks Schedule, W nre space is teoperedI General Contractor and Roofing Contractor, Residential & Commercial CERTIFICATE HOLDER EACH OCCURRENCE AGGREGATE VVC, STATU- OTH- LANTS _ER F L EACH E OlSEASE - EA EMPLOYEE 5 s E DISEASE - POLICY LIMIT City of Miami Shores 10050 Northeast 2nd Ave Miami Shores, FL 33138 305-756-8972 CANCELLATION HOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED R ACORD 25 (2010/05) The ACORD name and logo are registered -2016-XCORD CORPORATION. All rights reserved. of ACORD rags 11)1L Home Contact Us E- Filing Services Document Searches Forms Help Previous on List Next on List Return To List Events Name History Detail by Entity Name Florida Limited Liability Company NRGC CONSTRUCTION GROUP LLC Filing Information Document Number L08000042898 FEUEIN Number 450594619 Date Filed 04/29/2008 State FL Status ACTIVE Effective Date 04 /30/2008 Last Event LC NAME CHANGE Event Date Filed 10/07/2010 Event Effective Date NONE Principal Address 15920 W WIND CR WESTON FL 33326 Changed 04/03 /2009 Mailing Address 15920 W WIND CR WESTON FL 33326 Changed 04/03/2009 Registered Agent Name & Address AMORTEGUI, ANDRES M 15920 W WIND CR WESTON FL 33326 US Address Changed: 04 /15/2009 Manager /Member Detail Name & Address Title PR AMORTEGUI, ANDRES M 15920WWINDCR WESTON FL 33326 Title MGR AMORTEGUI, NESTOR M 15920WWINDCR WESTON FL 33326 Entity Name Search r Subs 1 http: / /www.sunbiz.org /scripts /cordet. exe? action = DETFIL &inq_doc_number= L08000042... 11/22/2010 Annual Reports Report Year Filed Date 2009 04/15/2009 2010 01/05/2010 Document Images 10/07/2010 — LC Name Change 06/17/2010 — LC Name Change 02/16/2010 — LC Amendment 01/05/2010 -- ANNUAL REPORT 04/15/2009 — ANNUAL REPORT 04/29/2008 — Florida Limited Liability Note: This is not official record. See documents if question or conflict. Previous on List Next on List Retum To List Events Name History I Home I Contact us i Document Searches I E- Fillnq Services I Forms Helo i CoDyrioht© and Privacy Policies State of Florida, Department of State rggGGUIG !Entity Name Search http: / /www. sunbiz.org/ scripts /cordet.exe ?action= DETFIL &ing_doc_number= L08000042... 11/22/2010 ACCPREP CERTIFICATE OF LIABILITY INSURANCE DATE (MM!DD/YYYY) 04/15/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER Mark van Wert c/o Willis of Florida, Inc. 3000 Bayport Drive; Suite 300 Tampa, FL 33607 INSURED Employee Leasing Solutions, Inc. Alt. Emp: NRGC Construction Group LLC 1401 Manatee Avenue West Suite 600 Bradenton, FL 34205 -6708 COVERAGES CONTACT NAME: INC . No, Est): (800) 353 -5304 ext. 239 E -MAIL ADDRESS: FAX , No): (866) 271 -1891 INSURERS) AFFORDING COVERAGE NAIC # INSURER A: American Zurich Insurance Company INSURER B : 40142 INSURER C : INSURER D : INSURER E : INSURER F : CERTIFICATE NUMBER reCVI0IVIY IVUWIISCK: THIS INDICATED. CERTIFICATE EXCLUSIONS INSR IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER (MM/UDCYp ) (MNWDI ) LIMITS EACH OCCURRENCE $ GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES (Ea occurrence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: n POLICY n jEa n LOC PRODUCTS - COMP /OP AGG $ AUTOMOBILE _ — UABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per parson) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA I IAO EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENT ON $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFlCEWMEMBERPEXCLUDEDE?ECUTIVE (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below YIN N/A WC 90-00-818-00 12/31/2010 12/31/2011 X I WC STATU I 1OTH- TORY LIMITS ER E EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY UMIT $ 1,000,000 Location Coverage Period: 02/09/2011 12/31/2011 Client#: 053564 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more apace le required) Coverage Is provided for NRGC Construction Group LLC only those employees 15920 W Wind Circle leased to but not Weston, FL 33326 subcontractors of CCDTICIPATC ur i men Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 VMI\VGLLM 11VnY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010 /05) ©1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD A . CERTIFICATE OF LIABILITY INSURANCE PRODUCER (305) 470 -8500 FAX: (305) 470 -0111 Dopazo and Associates 3900 NW 79th Ave Suite 700 Miami FL 33166 INSURED NRGC Construction Group LLC 15920 W Wind CIR Sunrise COVERAGES IDATE (MM/DD/YYYY) 12/30/2010 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 FL 33326 INSURER A: Admiral In8 Co NAIC # 24856 INSURER B: INSURER C: INSURER D: INSURER E: THE POLICIES OF INSURANCE LISTED BELOW 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 OISUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L LTR NSRD TYP IN URgMCF POUCY EXPIRATION DATE (MMroomw� DATE ( MIDDIYYYYt LIMITS A E OF GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE I X I OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY I JE C LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS POLICY NUMBER CA000015174 -01 POLICY EFFECTIVE 8/4/2010 8/4/2011 EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) $ 1,000,000 $ 50,000 MED EXP (Any one person) PERSONAL 8 ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP /OP AGG $ 5,000 $ 1,000,000 $ 1,000,000 $ 1,000,000 COMBINED SINGLE LIMIT (Ee accident) BODILY INJURY (Per person) $ BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE UABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY: EXCESS / UMBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR /PARTNER/EXECUTIVE F-7 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under SPECIAL PROVISIONS below OTHER EA ACC AGG EACH OCCURRENCE AGGREGATE WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE DESCRIPTION OF OPERATIONS/ LOCATIONS / VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS General Contractor and roofing contractor, residential & commercial. CERTIFICATE HOLDER E.L. DISEASE - POUCY LIMIT CANCELLATION (305)756 -8972 City of Miami Shores 10050 Northeast 2nd Ave Miami Shores, FL 33138 ACORD 25 (2009/01) INS025 (200901).01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE A Dopazo CIC /AD The ACORD name and logo are registered ©1988-2009 ORD RD CORPORATION. All rights reserved. SAYE OF FLORI A DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 CIO NRGGC.CONSTRUUCCTION GROUPCLLC 15920 W WIND CIRCLE SUNRISE FL 33326 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 about our services, please log onto www.myfloridallcense.corm 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! DETACH HERE (850) 487 =1398 ,givroli D.;tu►dex #tie pzbv3,4ona :cP1Vn.48 [.Are y r - y '"" ;':'v- - .i"w 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Business Name: NRGC CONSTRUCTION GROUP, LLC Receipt #:180- 237322 Business Type: GENERAL CONTRACTOR () Owner Name: ANDRES AMORTEGUI Business Opened:11 /1o/2010 Business Location: 15920 W WIND CIR State /County /Cert/Reg:CGC1519068 SUNRISE Exemption Code:NONEXEMPT Business Phone: 954 -534 -4351 Rooms Seats Employees 5 Machines Professionals Number of Machines: For Vending Business Only • Tax Amount Transfer Fee NSF Fee Penalty - .. -...� Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: ANDRES AMORTEGUI 15920 W WIND CIR WESTON, FL 33326 Receipt #04A -10- 00001580 Paid 11/10/2010 27.00 2010 - 2011 STATE G FLOMD DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 3239900783 ANORTEGUI, ANDRES MAURICIO NRGC CONSTRUCTION GROUP LLC 15920 W WIND CIRCLE SUNRISE FL 33326 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 about 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! DETACH HERE tll Vii. ►i:' ..RimSoG ;CQ.tt' .(mp.R MIRE$ U , FitAckmopf, ' . . 3 9ERTPITED tinder t o provisioas,:oP ph.499 01,Q,�01.73.1:, Expiration: da:tO oUQ:': I,.;r:;.... �:.e, �. -� z' ... • — -. 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 - 1895— 954 -831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Receipt #:185-1826 Business Name: NRGC CONSTRUCTION GROUP, LLC Business T e :ROOFING /SHEET METAL CONT• yp (CERT ROOFING CONTRACTOR) Owner Name: ANDRES MAURICIO AMORTEGUI Business Location: 15920 W WIND CIR WESTON Business Phone: 954 - 534 -4351 Rooms Seats Employees 5 Business Opened :o7 /o1 /2oos State /County /Cert/Reg:CCC13 2 8 64 8 Exemption Code:NONEXEMPT Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection. Cost Total Paid 27.00 3.00 0.00 4.05 0.00 0.00 34.05 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: ANDRES MAURICIO AMORTEGUI 15920 W WIND CIR WESTON, FL 33326 This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. 2010 - 2011 Receipt #04A -10- 00001580 Paid 11/10/2010 34.05 CTOI 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 CONSTRUCTION INDUSTRY EXEMPTION - This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 11-10-2010 EFFECTIVE DATE: PERSON: 07/08/2010 AMORTEGUI FEIN: 450594619 BUSINESS NAME AND ADDRESS: NRGC CONSTRUCTION GROUP LLC 15920 WEST WIND CIRCLE WESTON FL 33326 SCOPES OF BUSINESS OR TRADE: 1- ROOFING EXPIRATION DATE: 07/07/2012 ANDRES 2° REPAIR SERVICE 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 under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), 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 ftting 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. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 QUESTIONS? (850) 413 -16C PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 07/08/2010 EXPIRATION DATE: 07/07/2012 PERSON: ANDRES AMORTEGUI FEIN: 450594619 BUSINESS NAME AND ADDRESS: NRGC CONSTRUCTION GROUP LLC 15920 WEST WIND CIRCLE WESTON. FL 33326 SCOPE OF BUSINESS OR TRADE: 1- ROOFING 2- REPAIR SERVICE 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. H E R E Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), 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 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 CCC 1328640 • CGC 15'19068 CONSTIPUCTION GLOM LLC 15920 W Wind Cir Weston, FL 33326 Phone : 954 534 4351. 1888. 954- (NRGC)6742- Fax: 954389 2855 Web: WWW.NRGCCONSTRUCTION.COM - email : NRGC@ NRGCCONSTRUCTION.COM TO: ANDY WANG . , 9290 N. Bayshore dr. Miami Fl 33138 REF: Date: 04/14/2011 ESTIMATE # 041411.1987 Remodeling Florida Room. Front WlndowslDoor•Flat Roof Prepared by: Andres Description Amount Demolition: Existing Florida Room's exterior windows, exterior sliding doors and Glass Roof. Construction: Two columns, one structural concrete beam 23' 8" front room under future flat roof. New impact windows (2) HR710 and sliding impact door (1) SG770 in white aluminum. Plus solar cool Replacing glass roof by a wood structure flat roof. Interior wood ceiling. installation (same as the existing one now) Skylight installation (3) UV light protection on flat roof. ( STANDARD CURB MOUNT CM 2448) 3 PC Exterior and interior stucco on new beams, columns and new concrete walls. Interior paint in Florida room area Exterior paint on facade (window and sliding door area) One new fascia board on existing flat roof Flat roof Insulation 3 -1/2" to 1/2" This price includes building permits, plan set and engineering structural calculations. Additional items request By Owner: * AIR SYSTEM DUCT EXTENSION WORK and two vent install The above upgrades include materials and labor. Note: Per Owner decision everything related to the Floor is excluded as: Concrete Slab, Ceramic floor, and Baseboards v 23, $-22400700 $ 500.00 $ 445301t j TOTAL: Prr} FINAL PRICE _ • .., - Payments will be due as : Down - Payment .0506% 50% Job Progress 80% Job following: $ 8,250.00 fF$- 8;760:00 20 %= AO- Progress. Final Job done Ai $- 4;868:80 10 %= $430.00. "°- of Proposal NOTE: All Materials and Labor included. Acceptance Any Hidden damages not included. This estimate only includes the above mentioned services. All work shall be completed in a workmanlike manner according to standard pra Any alteration or deviation from above specifications will be executed only upon written orders, and will become an ;extra charge over and above this estimate. This estimate is valid until 05-1 -2011 Authorized Signature: The above prices, specifications and conditions are Hereby accepted. You are hereby authorized to do ctices, The work as specified. Payment will be made as outlined above. Mauricio Am•rtegui — NRGC Construction Group. Customer Signature: Vewe i/V W/444 Print Name: / Date Accepted: 0 //S— / Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -5 -11 -934 Pe rnrf Re tia1 Construction Alteration Expires: Folio Number:1132050270240 Owner's Name: AN -CHI WANG Job Address: 9290 BAYSHORE Drive Owner's Phone: Total Square Feet: 188 Miami Shores, FL 33138- Total Job Valuation: $ 24,100.00 Contractor(s) NRGC CONSTRUCTION LLC Phone (954)534 -4351 Primary Contractor Yes 1 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 5/23/2011: Yes Comments: FLAT ROOF OK SEE LUPIENT APPROVAL IN FILE. (p►i3 AND14._ Permit No: 11 -934 Job Name: May 26, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet N. ) All permit applications (Electrical, Roofing) must be submitted prior to any further review. Provide a substantial improvement form completed. - ) Provide energy calculations for the altered area. Provide design wind loads for the skylights. Provide the positive design loads for the windows and door. `�,5) Detail D /S -2 does not match the plan. Show the size and connection of the channel. 61 Provide detail for fascia showing size and attachment. ®�,,f Plans must show insulation requirements for ceiling. "41 Provide a licensed roofing contractor for the roofing work. A HVHZ application must be completed. 9) Detail the flashing detail between the existing structure and the new. Plan review is not complete, when all items above are corrected, we will doa 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. Norman Bruhn CBO 305 - 795 -2204 Ii 1® f\Nortics rho 0.0 PERMIT #: Miami Shores Viiiage Building Department RECEIPT DATE Contractor ❑ Owner ❑ Architect flicked pG 2 sets of plans an other Imp Address: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: _a/lair__ PERMIT CLERK INITIAL: • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. t1- 102 STATE OF FLORIDA: COUNTY OF MIAMI -DADS OS- 02r1 -o240 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 4111111 11111 1111111111 11111 11111 iiiinni 1111 CFN �uii�o2�3ssn CFN 20 1 1 80273850 OR Bk 27668 Fs 1598; (1vs) RECORDED 04/27/2011 14:10:28 HARVEY RUVIHr CLERK OF COURT I1IA11I -DADE COUNTY. FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: fjfl 11URE ' 13 1443. L0T l2 bAK2 - gz90 BA�($110PM W,11i�►1gISH 13 2. Description of improvement clOY*OA 'ROWA ' • frn G• 3. Owner(s) name and address: AN-C111 UWAN$ °1290 N PAmite lg.. 'ALAN -swag fL. 33138 Interest in property: It %Wolk. Name and address of fee simple titleholder Nlb.• 4. Contractor's name, address and phone number. N146C (' STRAIGT1ON 610UP U.C. 1SclZ0 W WIflQAY- W-41bN -F(..5324 l- B8fti,954- 6142 — 9Sq• 534 4351 5. Surety: (Payment bond required by own r from contractor, if any) Name, address and phon number. N/b Amount of bond $ W A 6. Lender's name and a dress: N ,& • 7. Persons within the State of Flo da designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. N 4. • 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, address and phone number. NIA - 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of • F=r(s) or Qy�rter(s)�Qyt,,V( O er/Director/Partner/Manag r Prepared •By �� 'Vi' 'mac G� Prepared By U• i V t 4 Artt Print Name i rIZI I ' L Print Name Title/Office Title/Office STATE OF FLORIDA CJ/1% COUNTY OF MIAMI -DADE nn The foregoing instrument was acknowledged before me this oC% day of PI ,'s Jyi 6h1 wavLc Individually, or ❑ as for NVPersonaliy known, or IJ produced the following type of identification: Signature of Notary Public: II-44 of .r 6c1 9 "32- . t o61 Print Name: • (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature {) of Ownerj or Owner(s)'s Authorized Officer/Director/Partner/Manag cx'I: ?; JUAN MANUEL ARTUNDUAGA •e MY COMMISSION #00813651 EXPIRES August 11, 2012 By 123.m PAGE sno By STATE OF FLORIDA, COUNTY IF MOE !HEREBY CERTIFY that this IS a to acopyofifr9 9rigin " �r14'� ftay+5f FtaddaNOtatyService•com • 4)0,111 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SPECTION'S PHONE NUMBER: (305) 762.4949 Pei AUG 2 3 2011 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): AN —011 —VV c *4Q Phone#: F86' '-515 -90‘13 Address: 979b t 13A441012it 012 City: i'11ANll S,f1012e5 Tenant/Lessee Name: 1/A. State: 1L Zip: 33138 Phone#: Email: JOB ADDRESS: 01190 N t Al 51102-¢ 012 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 11.320F1- 02 3 - 024b Is the Building Historically Designated: Yes NO ✓ Flood Zone: CONTRACTOR: Company Name: N2GC celms+ItAolst cbgelty L1.0 Phone #: Address: i.b 7b W *.A3W C City: Qualifier Name: State Certification Registr..''n Certificate of Competency #: C2- Q- 132 8612 CGC IS19C)6% Contact Phone #: /% 302 11 O Email Address: :►Y10 S d� N126C Mks. Conn DESIGNER: Architect/Engineer: Phone#: FL q54-- 514-435i Zip: 3332nD Phone #: *$‘ 302 1104 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration DNew DRepair/Replace —� ODen olin Description of Work: ***************************************F ******** * * ** **+ x** ******* ** ********** **** ** * Submittal Fee $ Permit Fee $ :N9S CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 1 D. TOTAL FEE NOW DUE $ 1 l ,l i • 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 FLFCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro d and a reinspection fee will be charged. Signature Wsignature • Owner or Agent The foregoing instrument was acknowledged before me this 2 day of , 20 it, by who is personally known to me or who has produced As i ape •!4: JUAN MANUEL ARTUNDUAGA NOTARY PUBLI ; *_ MY COMMISSION # DD813651 EXPIRES August 11, 2012 (497) 398 -0153 FlonclallolaryServlce .cam Print: A i IMA L Contractor The foregoing instrument was acknowledged before me this 29a. day of Aut,,e,,1- , 20 , by O S_im : , who is personally known to me or who has produced A as identification and who k an o th_ _ i itk . : ' JUAN MANUEL ARTUNDUAGA '� •: ••= MY COMMISSION # DD813651 EXPIRES August 11, 2092 My Commission Expires: \ 'd--'� r201-7 NOTARY P Si rint: 4971398-0153 FlorldallotaryService.com 'AI C L r k—vYYJ lc& 90 My Commission Expires: r‘Unit-,%"` 2C1-'Z *************** ***** s, ***>N, x+ x+ a> r,+ x**> p, a**, xx x*s, *s, *, i **a,>%***+ x*****+ s+ r* *> k**> k*> d> p> b*> t, ***>g,x>x**>is*>p>k>t,e *****> p>i,x,**>t<**>H**>m *>K*** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 162229 Permit Number: RF -7 -11 -1302 Scheduled Inspection Date: September 30, 2011 Inspector: Bruhn, Norman Owner: WANG, AN -CHI Job Address: 9290 N BAYSHORE Drive Miami Shores, FL 33138- Project: <NONE> Contractor: NRGC CONSTRUCTION LLC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132050270240 Phone: (954)534 -4351 Building Department Comments REMOVE AND REPLACE FLAT ROOF Passed ��' Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments September 29, 2011 For Inspections please call: (305)762 -4949 Page 4 of 11 '1 /2q Ar) (r-e S 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 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Permit No. 9r- Master Permit No JUL 1 4 2011 OWNER: Name (Fee Simple Titleholder):' A U °m CF+ (m WA 10 Co Phone #: / 8�, -3 2s -906 8 Address: c, �-q C t.i �iov e City: t a► �� r e State: Tenant/Lessee Name: 0/ A Email: zip: 3.3t 3 Phone#: JOB ADDRESS: qacc a4 'bail 4tor 1V City: Miami Shores County: Miami Dade Folio/Parcel #: 1 2O c— 0 2 -- 0 210 Is the Building Historically Designated: Yes Zip: %t 2 NO � Flood Zone: CONTRACTOR: Company Name: 1 (2 (C. C u c n oil Gi c JJ Phone #: 9 �4 514 -43S/ Address: 15 ` O W t nd City: \ J e s4o n State: Zip: Qualifier Name: AndrQ s A -Y,yr4 t o C° Phone #: State Certification or Registration #: Certificate of Competency #: I�, C ( fl i2 2 G 4C) Phone #: Contact Phone #: B C s4 Email Address: DESIGNER: Architect/Engineer :' - 901 o*9 Value of Work for this Permit: � ��-- Type of Work: ❑Addition ❑Alteration $ Square/Linear Footage of Work: 195 se-Q UNew CRepair/Replace ❑Demolition Description of Work: rnov , QIC4 Sae \a, Ft d 12fec1 ********* * *** ** * * * * *** ****** * * * * * * * * *** Fees************* *** * *** * *** * * * * * * * * * *** * * * ***** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding mpany's Name (if applicable) Bonding mpany's Address City State Zip M Lender's Name (if applicable) Mortgage Lender's Address City State Zip Applicati, n is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has coinme • -, prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating CMS ' + in this jurisdiction I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, ' OOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC ..... OWNER AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicab laws regulating construction and zoning. "W ING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO i $ NCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPR s VEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FIN CING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC 1 ' ING YOUR NOTICE OF COMMENCEMENT." Notice to pplicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500. the applicant must promise good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose p perry is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fgst inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspect will not be approved. „ ,' a reinspection fee will be charged. Signature '� " Signature Owner or Agent Contractor rk- The foreg, ing instrument was acknowledged before me this ,51 The foregoing instrument was acknowledged before me this day of ' Pt4�' , 20 _IL, by h (G ?i (� CCJ) 9 • day of j<.i Qi , 20 I! ., by NYtz;S L. w.--, who is . • nally known to me or who has ,. ,n' fle, who is personally known to me or who has As identification and wL NOTAR PUBLIC: ,EXPIRES :t' ` , m ° 6'®R%IA ; E y j ' 1013 Vt. Iwo!, •t} O' ''o JUAN MANUEL ARTUNDUAGA Sign: t G $g �� •` Si ' /A 91311C' o *: MY COMMISSION # DD813051 Print: /UN,/ (G' � �� S� �/ ® .,e....... >.... <•P -, Fth1 ' � �. ° EXPIRES August 11, -2012 r , / e�`°0`,°`e My Commission My C�I�ISSiOn EX i1 � " �� r�(s i 1/1111111111 4k17� 3B&Ot53 FUondetyotaryservlce.mm AA'S l li as identification and who did take an oath. NOTARY PUBLIC: * * ****** * * * * * * ** ********* **** ee *ewit * * * ********* **********►sw ******nMt• eaererwee ******w ****** APPRO BY '<3 l/ Plans Examiner (Revised 07 Structural Review 0/07)(Revlscd 06110/2009)(Revise i 3/15/09) Zoning Clerk Congratul Floridians Our profe boxers to Every day For Info There you impact yo Departure Our missi constantly Thank yo STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 AMORTEGUX, ANDRES MAURICIO NRGC CONSTRUCTION GROUP LLC 15920 W WIND CIRCLE SUNRISE FL 33326 ions! With this license you become one of the nearly one million licensed by the Department of Business and Professional Regulation. stone's and businesses range from architects to yacht brokers, from arbeque restaurants, and they keep Florida's economy strong. we work to improve the way we do business In order to serve you better. tion about our services, please log onto www.myflorldalIcenscoom. can find more Information about our divisions and the regulations that Qi , subscribe to department newsletters and learn more about the 's initiatives. n at the Department is: License Efficiently, Regulate Fairly. We strive to serve you better so that you can serve your customers, for doing business In Florida, and congratulations on your new license! (850) 487-1395 DETACH HERE •••••••••••,••••••• •••• ■••••y$ •■•••••■•••■••■■•••••••■•••••••••■■••••*••••,••••••••, $ ••• ••••• •••• 1.• ••••• •• •• • •• ••••■• •• • • •• • • • •••••• •••• •• • •••••••••••*1,1•••••,,•••• •-41! g • '12 •"•., •••"•••• 4 1.:11PF)°14 • 44)14:. Jr ' 6Di BATCH NUMBER kaitgWi' Expirit )Y .:tat • February 15, 2011 Miami Shores Building Department 10050 N.E 2 "d Avenue Miami Shores, FL 33138 To Whom It May Concern: I, An -Chi Wang owner of the property located at 9290 N Bay shore Dr. Miami Shores FL 33138. Authorize NRGC Construction Group LLC to do the interior demolition and remodeling of my Florida Room located at the address above. By: Print name: AN 04.1 WA STATE OF FLORIDA COUNTY OF MIAMI DADE The forgoing instrument was acknowledge before me this /5 day of h'irraref, 2011 By 3‘1,- Individually known Personally known Produced the following type of identification Signature of Notary Public : Printed name: (SEAL): 6` - JUAN ANUEL ARTUNDUAGA MISSI(}N 0 SXPIRES, 0813651 Flory�N �u9ust 11, 2012 ke Om SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contract • a •wner's initial in the designated space indicates that the item has been explained. 1. 2. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the ent between the owner and the contractor. re to rep. �- Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior 'ng the existing roof system). 3. ed Common roofs: Common roofs are those which have no visible delineation between neighboring i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or ould notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can b !wed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. h - Ponding water: The current roof system and /or deck of the building may not drain well and may OM water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expe .. cy and performance of the new roofing system. Pounding conditions may not be evident until the oil nal roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not aded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in e with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the in or of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner /Agents Signature D Revised on 7/9/2009 LD Contractor Signature Date 02- tO • ZA1I. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 4402.14 HIGH- VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below A,B,C 1,2,3,4,5,6 7 Low Slope Application 4. Other Component of Product Approval 4,•, ,7 Prescriptive BUR --7 S 15• A,B,C Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 1,2,4,5,6,7 Wood Shingles and Shakes A,B,D Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Rooting Considerations (Reroofing Only) 7. Any Required Roof Testing /Calculation Documentation FLORIDA BUILDING CODE — BUILDING • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES JUL 1 9 2011 Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information} Master Permit No. n Process No. Contractor's Name t)Z6C )01\STiziJeTioNA 6YOU . titC Job Address q290 N IWISIWRO D12- Ka m\ sliteGS ¶ L . 33 1) b • Low Slope ❑ Asphaltic Shingles ■ New Roof hi MAW ' ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Section R (Roof plan) 1B?),. ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Total (SF) / bBa=•�/ Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1a- wit expri. 1 L ?La 100K ,�T�{at ��unng xrrach¢d FLORIDA BUILDING CODE — BUILDING 1;a: l■I11ZGC co, 1328648 - CGC 1519068 CONSTVUCTION GIRCUI . LLC PROPOSAL SYSTEM: 1 -( #80 BASE • with T.Cap ) 2- ( ISO Tapered 2" to %" (114" Slope) — Hot mop ) 3- ( 1 /z" High Density wood Fiber — Hot mop ) 4- ( Fiberglass (2) Plies ( PLY IV ) —Hot mop) 5- ( CAP SHEET — Hot mop ) ALL FRONT INSTALL WITH FURRING STRIP or TAPERED TO START IN 0" CAP SHEET DRIP EDGE 3" 26 GA Galvanized Metal slope '/ DETAIL RESIDENTIAL FLAT ROOF Job: ANDY WANG 9290 N BAYSHORE DR - Miami - Fl 33138 Projection Skylights 2' x 4' CAP SHEET Type IV Asphalt Termination Bar PLY IV ( Second layer ) Galt' Metal Flashing Type N Asphalt PLY IV ( First layer ) Exist wood wall to Remain Cant Strip WOOD FASCIA ( Cedar ) Tapered to start in 0" Exterior Finish in Stucco CONCRETE BEAM NEW 3"x 6 WOOD RAFTER. Plywood deck 518" Interior Finish in Drywall 15920 W Wind Cir — Weston, FL 33326 Phone : 1 -888 954 NRGC ( 6742) - 954 534 4351 - Fax: 954 389 2855 Web: nrgcconstruction.com — email : nrgc@ nrgcconstruction.com ISO tapered INSULATION 4'x4'x2" - One Layer 2" continued Layer in 1-112" to Type N Asphalt BASE SHEET # 80 "Delivering Excellente Every Day" Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Top Ply: Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section C page (Low Slope Roof Systems) • ROOF SYSTEM MANUFACTURER: Product Approval (NOA): System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -49.2 (P2) Perimeters: psf psf (P3) Comers: psf Maximum Design Pressure From NOA: Roof Slope: Parapet Walls: Deck Type: Support Spacing: .Altemate Deck Type: Existing Roof: " :12 Roof Mean Height No 0 Yes Parapet wall Height psf --5/8" Plywood- "o/c ft. WOOD DECK Fire Barrier. p N/A Vapor Barrier. Nh4 Anchor Sheet Anchor Sheet Fastener / Bonding Material: N/A Insulation Base Layer Size & Thickness: tSYtA d x4x2 °• Insulation Base layer Fastener / Bonding Material 4-IS�T_Wtop. Insulation Top Layer Size & Thickness: 2"_1.116t1. 0!GNs tT Insulation Top Layer.Fasener / Bonding Material: Litas Base•Sheet(s) & No. of Piy(s): Base Sheet Fastener / Bonding Material: 1 1/4" RS Galvanized Nails PIy Sheet(s) & No. of Ply(s): Ply Sheet Fastener / Bonding Material: Type IV TAR ft. IGafglas Mineral Surfaced Cap Sheet Top Ply Fastening / Bonding Material: Type IV Tar Surfacing: SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: 1 N/A Single Ply Sheet Width: Mil No. of Single PIy 1/2 sheets: Single PIy Membrane Fastening / Bonding Material: N/A " 1/2 Sheet Width: Q FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter. " o/c @ Laps & " o/c @ Laps & rows rows 3. Corner: " olc @ Laps & ` j rows " o/c NUMBER OF FASTENERS PER INSULATION BOARD: "0/0 " otc PI3?' 1. Field: 2. Perimeter: Insulation Fastener Type : 1N/A (Alec Mop)• 3. Comer WOOD NAILER TYPE AND SIZE: Wood Nailer Fastener Type and Spacing: �N/A EDGE & COPING METAL SIZES: Edge Metal Material: --Galvanized Metal — Edge Size: 1 -3" face 26 ga.— w Hook Strip Size: I--METAL EDGE HOOK STRIP N/A— Edge Metal Attachment: .___ i N/A Coping Material: Coping Size: Hook Strip Size: Parapet Coping Metal Attachment: EPARAPET COPING METAL N/A—, —COPING METAL HOOK STRIP N /A- 441;18:01 itct\-- 40 • 1' ------- i---.--,,--LE i .RAS 128 2007 FBC TEST PROTOCOLS, FOR HIGH vELocire timuctonsgaNss t MI!MJMDEsiGN WIND LIPLIrr PREAS:WES:POR4914.40-1711)4, pgrvogmk CORNER P(3) EAS. °PROOFS P'.QWEV44SURE'C BUILDINGS..: HEIGHT ASAPECIFIED1 • • • AIDE WITH AWE 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) •PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA GAF Material Corporation. 1361 A1ps:load Wayne, NN•47470 MIAMI DADE COUNTY, IVRIDA METRO -DADE FLAGLER WILDING 140 WEST FLAGLER STREET, SURE 1603 MIAMI, FLORIDA 331404563 (305) 375 -2901 FAX (305),4 3' -2908 SCOPE: This NOA is being issued under the applicable rules and regal 'ons g brning the use-ofconstru .t o�n materials. The documentation submitted has been reviewed b the BCt0 and accepted by the Wiling Code and Product Review Committee to be used in Miami Dade County and other aar ling by the Authority Having Jurisdiction (AHJ), areas where all,wed This NOA shall not be valid after the expiration date stated below. The Miami -Dade County *duct Control Division (In Miami Dade County) reserve the right to have this product or material tested for uali areas other than Miami Dade � � material fails to perform in the accepted manner, the manufacturer will incur the (put ng purposes. If dais product or and the AHJ may immediately revoke, moth he expense of such;'t;esting their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined b M i n f Oade County Product Control Division that this product or material fails to meet the requ cement& f the applicable building code, P This product is approved as described herein, and has been designed to comply with ESCRWTION: GAF Conventional Built -Up Roof System for wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's and following statement: "Miami -Dade County Product Control Approved ", unless otherwise city, ote if herein. logo, "s � 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 rodu 4 t TERMINATION of this NOA will occur after the expiration date or if there has been a revision change in the materials, use, and/or manufacture of the product or process. Misuse ofthis NOA as T endorsement of any product, for sales, advertising or any other this NOA. Failure to comply with any section of this NOAihallbe oause fort rmin automatically and rern t a1 NOA. termination and rem�al of AD TI + MENT: The NOA number preceded by the words Miami -Dade County, folIowed by the expiration date may be displayed in advertising literature. If any on *Florida, and displayed, then it shall be done in its entirety, g Y portion of the 1QA is INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or i distributors and shall be available for inspection at the job site at the request. of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of paged 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 07 -:, 19.09 Expiration Date: 1104/13 Approval Date: 03(20/08 Page Ilof 19 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Tyne: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OP PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 oduct Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID® Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 39.37" (1 meter) Dimensions 3, 5, 55 gallons 60 & 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons APPROVED • Test $neclfication ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D -4586 ASTM D -3409 ASTM D 4586 ASTM D 4586 ASTM D 4601 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing.. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Fiber reinforced, polymer modified Flashing cement Asphalt flashing Cement Asphalt impregnated and coated 1 wide g ass mat base sheet. NOA No.: 014219.09 Expiration Dates 11/04/13 Approval Date: 03/20/08 Page 2 of 19 • APPROVED ASSEMBLIES Deck Type 1I: f Wood, Insulated • `/ Deck Description; 19/32"+ or greater plywood or wood plank System Typ Anchor sheet mechanically fastened, all layers of insulation adhered with a • proved asphalt. All General and System Limitations s all apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =8, plastic plate only (Table 3) Density /ft2 �P) EnergyGuardTM, EnergyGuardmx Composite, EverGuard® ISO, EnergyGnardTM RA, EnergyGuardTM RA Composite • Minimum 1" thick N /A' N/A EnergyGuardTM lf[gh Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, Minimum %2" thick EnergyGuardTM Perlite Minimum %" thick • N/A N/A 1 Fiberglas (Min. '5/16" thick) N/A . N/A - Note: All insulation shall be adhered to the anchor sheet in full moppi�tg.of approve hot psp alb, ✓ within thev7 range and at a rate of 20 -40 lbs /1 f , lease refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENTe EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. • Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID Heat- WeIdTM Smooth or RUBEROID® Heat-Weld= 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1y1'M 6, GAFGLAS1e #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c, in the field. • (Maximum Design Pressure --45 psJ; See General Limitation #7) N/A N/A NOA No.; 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 8 of 19 Fastening Options: Base Sheet: Ply Sheet: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -Teem steel plate or Drill -TeeTM AocuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -,45 psf, See General Limitation #7) GAFGLAS" Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring iihank nails and tin caps at a . fastener spacing of 9" o.c, at the 4" lap staggered and in two o.c. in the field. wo rows 9/ ( ex/mum Design Pr sure —52.5 p , See General Limitation #7) Y ' R1 : 'R • D" i, RUB :A' • /I) op Smooth, base sheet attached to deck with approved 1'/" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" 0.0. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.o. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TeeTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TeeTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shanknails and 3" inverted Drill -TeorM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TeeTM #12 standard, #14 or # 15 Screws and 3" Drill -TeceM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. .One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 of See General Limitation #7 (Optional) Install one ply of GAFGLAS® 1175. GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® STRATAVENT® Eliminatorr'M Perforated, RUBEROID® Modified Base Sheet, RUBEROIDte Mop Smooth, RUBEROID.® 20 RUBEROID® Heat- WeIdTM Smooth or RUBEROID® Heat- WeldTM directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General Limitation #4). e or mo- a plie GAF . S® PLY 4, GAFGLAS Flex PIyTM6s � sheet, 80 Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsis.. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 . Approval Date: 03/20/08 Page 9 of 19 Surfacing: r (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or • GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20.401bs. /sq, (Opt ona , required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. • 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq, 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above, 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT' Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gad /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes, NOA No.: 074219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 TGFU.R1306 - Rooting Syst-� Page 1 oft Claes Aka and C Diet roofing asphalt, for use with organic and-glass fella or modified bitumen membranes. "Ruberotd.Heat weld" gag roofing membrane may be used in lieu of "Ruberoid Mop" SOS products In any applicable Classification. close A 1. books C -15/32 Incliner 3 ="i °��E�onaga — One or more layers ises atieri y trite Or woad fiber or glass tear Or polyisocyanurate or urethane or Pi setyanurate composite or peiilte/urethane composite or weed fiber /polylsocyanurate tbm Suiladln r — Grev or more piles Type C31 or "OAF4lA5 Ply 4" or "Trt -Ply Ply 4" or "GAFGLA$ PIy 6° hot neoppepdh6noUc,enythickness. d Greve). 2. Dada C•15/32 incliner 2 iireulatian (Optionap , — One or more layer Parife or wood Aber er Owe fiber or of perilte/Polyfeotyanurate composite or pe1'Ra/urethane composite yanuranur or urethane or Ply OhOeib —Mime armors plies Type 41 or "GAPG Pestle or wood nber /p ofyisocyanuraPl eo aP Shab -- One ply Type t33 "GAPGLAS Mineral Surfaced Cap Sheet" o p"Trl -Ply Mineral Su faced Cap Sheet'. henalie, any thickness. 3. Ds kr•NC Incliner 2 Insidatfoiii43 nnal)a — One or more layers partite wood fiber, ass fiber, per ire /urethane composite, wood•Aber /Poiylsocyanurete composite, hyenolc, 2-In, emaximum., parll� /pOfYisoCyanurate • Calf ` T'wo Or more piles Type 61 °GAFGLAS Ply 4 or "111 -Ply Ply 4 ", "GAFGLAS Ply 6". --- One ply Type O3 *GAFGLAS Mineral Surfaced Cap Sheer or °rrl -Ply Mineral Surfaced Cap Sheet *. Inellnai 1/2 4r teens NO na — One or two layers "isotherm R", any thickness, hot mopped. y UL Classified gravel surfaced Class A asphalt glass fiber mat system. incliner 1 onai)t — Red aatn paper, nailed to deck. One ply TYPO G2 "GAFGLAS #75:Sase.$heet" or "•rrl-ply #75 Base Sheet" (maybe nailed). Plfggrialifti --One or more piles Type G1 * 4" or •C p•h • —•One ply Type G3 °GAFGLAB Min � Sure aced heet" or "Tri -Pty � Ply 6". cad Cap-Sheet". drib "Sjteets aiy. neat; .Cd18leatt•� Inclines 3 _— One ply Type G2 "GAFGiAS #75-Base Sheet" or'Tri -Ply #75.13ase Sheet ". Oneor more piles °' •.type GI "GAFGLAS Ply 4" or "TrI -Ply Ply-4" or "GAPGLAS Ply 6". ply Type • G3 GAFaLAS Mineral Surfaced- CairSheet" or'"M -PIy Mineral Surfaced Cap Sheet". incline: 2 Ti+a4±4+tlena ...-One Or more layers Gefilte, (Jess fiber, eon. from plywo , dock oin pariito /p01YiEOCyanurbts composite, perttte/ur ene cutttiliti*, Phenolic, O or In. min (offset a minimum of 6-In. rite nurate, deck loins). SasleBHwtu — One or more plies Type GI or Type 02 or Type G3. Mialrtbranes — One or more pees "Ruberoid Torch Smooth' or "Ruberoid Torch Granule" or "Ruberoid Torch Granule Plus" or "Rubenold Mop Smooth" or "Ruberoid Mop Granule" or "Rub.erold Mop PIus:Gianule" or "RoofMeteh Sas Modified Granular" or'Trl -Piy 555 Modified Bitumen Membrane" or "RoofMetrtr APP Modified Granular "•or "rr1=P1y TP-4G" or' Tri•Ply TP-4 ". Cap Sh ti — Type G3 "GAFGLAS Mineral Si1rfaCed Cap $heel" or "TrI- Ply°Mineral Surfaced Cap Sheet" hot mopped. 8. oenkr.C:15//2 7.434430•C -75/32 triter s 2 biaidatfon ( onad)a — One or More.layere Watts or wood fiber or glass fiber or ql t farina /ROIYisocyanurate•composite or pertite♦ urethane eomoostte or weed fiber /polytsocyan ratan composite one no • sli — •'1190 or more plies Type G2 or Type q3. phenolic, any thickness. or Ply Sheet (Opltunisl)s — One or more plies Type GI, Membrane' — One or more plies "Ruberold•Torch smooth" or "Ruberoid ToreJn Granule" er "Ruberoid TOrCh Granule Plus* or "Ruberoid Mop Smooth" or "Ruberoid Mop Granule" or °Ruberoid Mop Plus Granule" or "RoofMatch SW Modified Granular or'Tri -Pty S8S Mode Bitumen Membrane" or "RoofMatch APP Modified Granular" or "TrI -Ply 7P-4G" or "Trl -PI TP-4 ". Cap Sheets — Type G3 "GAFGLAS Mineral surfaced Cap Sheer or "T11 -Ply Mineral Surf Cap Sheer hot mopped. b :/iaa ..GO,/cgi -bi XYV/ ample to /LISEXTAFRA EAho pagoli ? r • .., 4/13 February 15, 2011 Miami Shores Building Department 10050 N.E 2nd Avenue Miami Shores, FL 33138 To Whom It May Concern: I, An -Chi Wang owner of the property located at 9290 N Bay shore Dr. Miami Shores FL 33138. Authorize NRGC Construction Group LLC to do the interior demolition and remodeling of my Florida Room located at the address above. By: U- , Print name: A AJ - c1/-41- Ii A i STATE OF FLORIDA COUNTY OF MIAMI DADE The forgoing instrument was acknowledge before me this 15 day of 1 ij tfaii,, 2011 By 3d_. Individually known _ Personally known _ Produced the following type of identification Signature of Notary Public : Printed name: (SEAL): t JUAN MANUEL ARTUNQUAOA 1111YCp�pAAISSt � (ael' � EXPI # QQ813651 3se ois3 RES August 11, 2012 Fo allotarySe .com 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 Permit No. Ps" 1-11-1302-- Master Permit No. Re _S - 11 c - BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING 52S-9°66 • OWNER: Name (Fee Simple Titleholder): Phone #: Address: g290 ls-1-. City: ,6.1M1 S4-VORG Tenant/Lessee Name: /1T State: •fl. Phone #: zip: 33 36. Email: JOB ADDRESS: (12g0 'foAv1 . City: Miami Shores County: Folio/Parcel #: •3205 — 027 0240 . Miami Dade Zip: 3313. Is the Building Historically Designated: Yes NO'S Flood Zone: CONTRACTOR: Company Name: 1\-\'2°:)C 1\-\'2°:)C CQfiS��Oti Gp Phone #:4 5435 Address: 1.5(12-1(3 s19 e City: W ESION State:- 411-- Qualifier Name: AS AMDGo 1 ,..Zip: • Phone #: 7N, 302 11 Q ` • State Certification or Registration #: 1Certificate of Competency #: CQC - 152 S CD 4"v Contact Phone #: 1 •EB8 054-G142 exk' 0I Email Address: Qnd N R6cNbW.C°rv1. DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: ``)8 & ' Type of Work: DAddition DAlteration ❑New 1llRepair/Replace Description of Work: 930 9 -Ttar 1- (Ml ac J (Ni \1 NG pit ****** ***+x**x:*a:•x**** * * ** x**a:** *********Fees* **** : ** ******* ***** ** **u:**x:******+x******** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) N/ Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which ' occu -s seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no be approl d and a reinspection fee will be charged. Signature -frPoe's Vvv SignattAg. Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing i strument was acknowledged before me this day of ,,r 1 t,. %r 0 1 by AO —C-111j —Via 0 l , day of egremaa, 20 /1 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC• ;fd'AIiik% JUAN MANUEL ARTUNDUAGA • : °: MY COMMISSION # DD813861 EXPIRES August 11, 2012 -- - — 487139$ -0153 FlorltlallotaryS5rvice.cam Sign: Print: M av uc ' Aritnd as identification and who did take an oath. My Commission Expires: kss; [I) 2613.. NOT Sign: Print: My Commission Expires: NOTARY PUBLIC ,''� "`•: JUAN MANUEL ARTUNDUApA °= My COMMISSION # D0813851 EXPIRES 11, 2012 ∎alori ,� A ' 398 -0153 upsi. 1I, 20L2. * **** *=i ** * * * * ** * * ** is *>i:>i * * ** ** :_ * * **** i:=x>i==i<>k>i<** ** *** * **** **** ************ *** ** * **** ** * * **>x*>x,k*** *** * *=i * * ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contract • . owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of prove • mg that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agree ent between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be re d in accordance with-the current provisions of Section R4403. (The roof deck is usually concealed prior the existing roof system). to remo 3. r ; Common roofs: Common roofs are those which have no .e., townhouses, condominiums, etc.) In buildings with commo hould notify the occupants of adjacent units of roofing to be p Exposed Ceiling: Exposed, open beam ceilings are w b' ' wed from below. The owner may wish to maintain the archit penetration of the underside of the decking may not be acceptabl ap; ;- nce %( (// uy;P a li tween neighbonng ctor and /or roof decking can , roofing nail maintaining the ! It' Ponding water: The current roof system and /or deck of the building may not drain well and may e water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural' - distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the on yam• ofing system is removed. Pounding conditions should, 6. Overflow scuppers (wall outlets): It is required; ov oaded from a buildup of water. Perimeter /edge wall or o `" overflow scuppers (wall outlets) are not provided. It may be n ce with the requirements of Sections R4402, R4403 and R4413. . �� Ventilation: Most roof structures should have some ability to vent natural airflow through the r of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. r O er /Agent's Signature e Revised on 7/9/2009 LD 4.34 mil Contractor Signature Date 1 MCIFIEV31Th Miami Shores Village ROOF ASSEMBLIES AND ROOFTOP STRUC `° sSEP 2 1 2011 `A' PPPOV7D i DATE jZONNGcuH BLDG DEPT Florida- Building Code E on 2007 High - Velocity Hurricane Zone Uniform Pe ibipaciticipFcapliANCT WIT I i Al I f 11A1 STATE AND COUNTY RULES AND 131 G111 A 1 !! )NS $prtlnn r4 Timpral infnrmairlpn) Rrt' 13C), Master Permit No. Process No. Contractor's Name N12-6C QAft TR13CT(OM eYoup. ��C• Job Address g290 N bffitts.110ReM YvlFiam\ sitga t:4 • Low Slope ❑ Asphaltic Shingles ❑ Mechanically Fastened The ❑ Metal PaneUShingles ❑ Prescriptive BUR-RAS. 160 ROOF TYPE New Roof 0 Reroofing ❑ Recovering UI AAfftloq ROOF SYSTEM INFORMATION p °.'jpi''d. GI—Mortar/Adhesive Set TIIe ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ,Section (Roof Ph q) Sketch Roof Plan: Illustrate all levels and sections, roof drains,. scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. ,•L 8III wi tGkis. 44' �91 ljt 1ooK pike )11■11nVIg grAdkcd'*---2 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and Identify manufacturer (If a component Is not used, identify as "NA ") System Manufacturer. GAT ML A. W ^C Product Approval No.: 0'11219 0q Design Wind Pressures, From RAS 128 or Calculations: Pmax1- -2 Pmax2: —82 6 Pmax3: —121.3 Max. Design Pressure, from the specific Product ,2 5 Approval system: Deck: Type: 5 /g° Plywoad Gauge/Thickness: u Slope: 1/4 /12 Anchor/Base Sheet & No. of Ply(s): An or/Base Sh et Fastener/Bonding Material: I �q !LS NAi�tTiv1CA4• // N /A. Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Ar. Top Insulation Layer: N/A Top Insulation Size and Thickness: N A Top Insulation FastenerBonding Material: WA. Base Sheet(s) & No. of Ply(s): 41'15 b` QSS . Base Sheet Eaas grmi tlzipaMN i lS • Surfacing: CA-AP$Rer Fastener Spacing for Anchor/Base Sheet Attachment: Field: " oc @ Lap, # Rows 4 @,q " oc Perimeter: 4 " oc @ Lap, # Rows s± @ " oc Comer: 4 -0c @ Lap, # Rows 2 @ 4 " oc Number of Fasteners Per Insulation Board: N,%A Comer NA' Field N/A Perimeter Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit 131.61 26 Gh' tam P�iv CAp skier U1/4% S�. ASQt1MT 1 Ery Ply Sheet(s) & No. of Ply(s): L- I ii lU PIy Sheet Fastener/Bonding Material: -�.,A pc tv,LA,. Top PIy: GIF� laq, KINEAL 'tiR.VACQ.11 SVin-r• Top PIy Fastenry /Rndt' ._Material: I 1'4 pS GAIVoiIi ,,) l S. FLORIDA BUILDING CODE — BUILDING cmi trip Parapet Height 101 Mean Roof Height RAS 128 2007 FBC TEST PROTOCOLS FOR HIGH VELOCITY _.. HURRICANE ZONES MINIMUM DESIGN WIND UPLIFT PRESSURES FOR FIELD P(1), PERIMETER CORNER P (3) AREAS OF ROOFS FOR EXPCILSURE C BUILDINGS TH I HEIGHT AS SPECIFIED' 'CALCULATED /N ACCORDANCE WITH ASC'E 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE I603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 desdribed herein, and has been designed to comply with the Florida Building Code and the Hi V ; .:'. c.. - ' • the . ' , B DESCRIPTI • GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit s all bear a permanent label with r7anufar's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 1 Deck Type 1: Deck Description: Wood, Non - insulated Y I9 /32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT EliminatorTM Mailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening Options:. GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS ® -Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —4S psf, See General Limitation #7) GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base 'sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General _Limitation #7) GAFGLAS® #80ULT1MATM, RUBEROID®20, RUBEROID ®Mop Smooth, base sheet attached to deck with approved PA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) AMID D • APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: GAFGLAS ' #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Dri11 -TecTM steel plate or Dri1I -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9'' o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID'' 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS ®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. (Optional, required if RUBEROIDD MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 IbsJsq. respectively in a flood coat of approved asphalt at 60 lbs.sq. or applied in a flood coat of Leak BusterTM Matrix.TM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT' Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /a" Dens DeckTM or 1/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsisq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined) by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Roofmg Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 1 Approval Date: 03/20/08 Page 19 of 19 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov Birdview Skylights 201 Longhorn Road Fort Worth, TX 76179 Scope: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Framed Polycarbonate Domed Skylight. APPROVAL DOCUMENT: Drawing No. DADE608.1, model "6SF -DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, signed and sealed by Vipin N. Tolat, P.E., on July 08, 2008, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Division. MISSILE IlVIPACT RATING: Large & Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein and the dome shall be properly marked by GE Plastics. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03-0303.11 and it consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by llehny A. Mahar, P.E., M.S. 7/31/2 -oo8 NOA No. 08- 0611.09 Expiration Date: 07/02/2013 Approval Date: 07/31/2008 Page 1 Birdview Skylights NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0303.11 A. DRAWINGS 1. Drawing No. EB696, sheets 1 & 1, model "6SFD - DADE ", prepared by Birdview Skylights, dated 07/26/00, with no revisions, signed and sealed by V. N. Tolat, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD -DADE Self Flashing Aluminum/Polycarbonate Skylight ", prepared by Miami Testing Laboratory, report No. K-49362 issued on 09/10/96, signed and sealed by D. G. Ober, P.E. C. CALCULATIONS 1. Anchor Calculation, sheets 2 through 5, dated 08/21 /96 and signed by D. A. Terwilleger, PE. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 0718.02 issued to General Electric Company on 09/08/2000, expiring on 07/02/2003. 2. Extrusion drawings No. BVS X10947 A & BVS 8554 by Tel Tower Extrusions, LTD for Birdview Skylights. E. STATEMENTS 1. No change letter issued by Birdview Skylights, on 08/10/2000 and signed by E. Bird. 1. No change letter issued by Birdview Skylights on 02/11/03 and signed by G. E. Bird 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF -DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, signed and sealed by Vipin N. Tolat, P.E., on July 08, 2008. B. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Uniform Static air Pressure Test per TAS 202, on "Series 6SF -DADE Self Flashing Aluminum/Polycarbonate Skylight ", prepared by American Test Lab of South Florida, report No. 0331.01 -08, dated 05/23/2008, signed and sealed by William R Mehner, P.E. and Henry Hattem, P.E. Hetmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0611.09 Expiration Date: 07/02/2013 Approval Date: 07/31/2008 E -1 Birdview Skvlishts NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS . 1. Anchor Calculation, sheets 1 through 3 of 3, dated 06/09/2008, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 y A. Maker, P.E., M.S. Product Control Examiner NOA No. 08- 0611.09 Expiration Date: 07/02/2013 Approval Date: 07/31/2008 VEIN N. TOLAT FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, 'DC 77068 BIRDVIEW SKYLIGHTS THE CLEAR CHOICE 201 LONGHORN RD. FT. WORTH TX. 76179 TEL:817 -439 -9266 FAX:817- 232 -8468 DATE: 2- 5- 08 DRAWING# 608.1 SHEET 2 OF 2 MODEL: 6SF -DADE DRAWN BY: E. BIRD SCALE: NTS NOTES: 1 •078 TYP. WALL TI-{K. EXCEPT AS NOTED. 2. BREAK SHARP CORNERS AT .015 R. 11I E V 0 iso, Hmha A,xgW NU O WratimMft By Division DE N0. BVS-X10947-A DR q0 LA.9702 Bd.B. N0. 1.8.255 eEED13"4 F.P.9702 tZ TOYER EAIHUS1016,LIU. WT/FT VMS L231 6 -23=95 DL ALUMINUM Y�SS TERISES�IE 113 APPLU� EOTHWSE SPECIFIED NNNE BIRDVIEW SKYLIGHTS • MARA 1.076 � . 1.291 ?Eat 24.952 Q2CE 4- 8 -95I D oUGH 7 -8 EE FACTOR DIES 12XL5 19 I FULL PART N0. 0N0. N0. 6' SELF- FLASHING CL SOLID 6063 -T5 BVS- X10947-A • ..090 6.000 , .070 .070- '‘)00 • ' .090 BIRDVIEW 201 LONGHORN RO. PT. WORTH TX. 16179 TEI.417-43942E5 EAX817.232-8468 THE CLEAR CHOICE —1" • moon Asi, mill, • 6RAmcia os 1 riR.A.uw DV: F MVO .• • si NTT ra• • SCALE: NTS VIM t.T0LT FL REG. 12847 15123 LANTERN CREEK LAle - HOUSTON: TX 7711138 75. T-7-H .613 H..,_ Tip , • 17-1-n a400. ' t-t VZ)/ 1 k-- REF. .325 — NOTES: 1 78. TIP. WALL THK: EXCEPT AS NOTED. 2. BREAK SHARP CORNERS AT .015 R. alim.mutesatig.dftv01,6 et, -Vigo iOgt Etialms,038g . maan1 vaiodo 0 . VIIPT *MAW - ;.- -5-2845 ALONIMOTAMOLIATITH STARMRO TOLERANCES TO 'APPLY 131..ESS OTHERWISE SKr. !FIFO Wit caciA 4325:95r7n 7 GH tu;•2-11p.A.t 12X1.5 11 1 t811 S -X109 ATi .HO. • LA.9702 Ku-se' 19.255 "143 NO. F.P.9702 G t O TOiER EXTRA' . BIRDVIEW SKYLIGHTS ca■ SA1 In r 31.r •rjrm . Ro 1 0 0 F rti r •8 z 0 8 0 0 s.:11 0 X V 0 0 .1 0 cctiE 2.373 1.50 1 50" 10% OFj SPAN, 4" MIN. 7.0" 4" MINUMUM SEE GENERAL NOTES #2 3.0 6.0" DESIGN PRESSURE RATING POSITIVE + 60psf NEGATIVE -80psf LARGE MISSILE IMPACT RESISTANT T 80 1/4" OUTER POLYCARBONATE DOME (GE LEXAN XLIO OR SHEFFEILD MAKROLON SL) 1/8" THICK — INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SHEFFIELD MAKROLON GP) .100" THICK NOTE: This design can also be used for other smaller skylights as long as the longside does exceed 105 1/4" and the short side does not exceed 80 1/4" and maximum presures do not exceed positive 60 / negative 80 psf. and total roof opening dimension does not exceed 50.875 square foot. MAXIUM ROOF OPENING DIMENSION 74" X 99" ALL UNITS EQUAL TO OR LESS THAN 50.875 Sq. Ft. 13 @71/2 " = 971/2" 14 SCRRWS LS 3 7/8" (TYP.) FASTENER LAYOUT LS = LONG SIDE SS = SHORT SIDE #10 X 1" HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" FROM EACH CORNER AND 71/2" ON CENTER THEREAFTER .125" EXT. ALUMINUM ANGLE(6063 -T5) G.E. SILICONE ADHESIVE SEAL ( SCS 1000 ) CONTINUOUS 10164 SANTOPRENE RUBBER GASKET #1409 CONDENSATE GUTTER WITH 0.25" WEEP HOLE LOCATED AT EACH CORNER #10 X 3/8" SS HWHSMS LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2" MAX ON CENTER THEREAFTER .090" EXT. ALUMINUM CURB FRAMING (6063 -T5 ) NOTE: ALL ALUMINUM TO BE 6063 -T5 ALLOY FULLY MITERED AND WELDED AT CORNERS — ROOF DECK AND SUPPORT ( DESIGNED BY OTHERS ) SEE GENERAL NOTES # 1 #14 X 1" PAN HEAD LAG SCREW 3 7/8" FROM EACH CORNER, MAX ON CENTER 71/2 ". WITH MIN. ROOF DECK PENETRATION OF 7/8" ROOF MASTIC 3 7/8" (TYP.) TOTAL 50 SCREWS AT LOCATIONS 10@ 7 1/4" = 72 1/2" A,B & C FOR THIS SKYLIGHT. 11 SCREWS SS FOR OTHER SMALLER SIZES PROVIDE FASTENERS @ 7 1/2" ON CENTER EACH SIDE 105 1/4" BIRDVIEW SKYLIGHTS THE CLEAR CHOICE 201 LONGHORN RD. FT. WORTH TX. 76179 TEL: 817 -439 -9266 FAX: 817- 232 -8468 DATE: 2 - 5 - 08 MODEL: 6SF - DADE I)R DRAWING # DADE608.1 SHEET I OF 2 AWN! RY•F RTR T) SCALE: NTS GENERAL NOTES I. ALL ROOFING DETAILS SHALL COMPLY WITH FBC 2007 2. 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE IS FOR SHINGLE OR BUR WITHOUT INSULATION FOR INSULATION AND ROOF TILES ADD THE TILE HIEGHT AND THE INSULATION THICKNESS TO THE 4i1 MINIMUM HEIGHT. PRODUCT REVISED eecoreplyIng with th nstik DttldIngCede Acceptance No .. . oq doe Date ' . b -13 ROOF DECK (BY OTHERS) VIPIN N. TOLAT FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 a PROM GULFMAQUE SUPPY INC 3OISSISISS181 (FRI)SEP 10 2011 1014,ST.1010,No.71500000008 P LAZIER DADE COUNTY HURRICANE APPROVED . SKYLIGHTS . We are proud'of the industry leading standards and specially designed features of the Dade County Approved Skylight we at Law Manufacturing are quoting and will' hopefully be supplying for your project. Belo.* are just afew features that are unique to our unit that will be important for your customer to be aware of and might bd helpful in their decision making process. The special exterior dome ("XL-101:rnaterialia provided by General Electr* and is . . Manufactured to insure maximum light with miriiinum U.V. entry, while providing protection against diffusion or septitAtiOn of the** materiel itself. There wi I be 7/8 . spacing between the domes to proViCie.thaxim*itiOulating value and energy efficiency. • Each unit has a "Four Corner Weep System" toiinpure that flat installation or pitched installation thatislorizontal, verdWOr any s one hundred percent leak free. . ...The unit also maintains a completOn*piece.,.....;-. satlion gutter system that is part of • • our extruded frame and specially designed at _ to handle all environmental conditions (architectural, coming:04er resid ) • • In addition each unit is a one .pece I1y weldad :401) and flashing system so there are no component parts to flash or seal andoOnsequeritly NO.possibility of water Penetration through the skylight Because of our unique inianufacturintsystent your unit is designed so that if in the future anyone would choose to repl*:or change the skylight domes (for Whaiever . reason) they never have to PenetratithCiOof or flashing to tear out the skylight. They can remove and/or replace the top only with no roof pOnetration or tearing away otthe flashing, thus protecting the integrity oft& roof job itself. ;. ffil- Please make special note that the. standard negative design .pressurelor our Self Flashing unit is an industry leading;-80 psf (160 mph) covering a Maiimum roof opening size of 74 x 99 OR a little over 6' x ri!!!! • P For Curb Mount Units we have a High Pressure Rating of -100 psf (200 mph) covering a maximum size of 61 x 99 OR a little over 5' x 8'1111: We will be pleased to provide corner samples for review and be available for any necessary information. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 165808 Scheduled Inspection Date: November 22, 2011 Inspector: Devaney, Michael Owner: WANG, AN -CHI Job Address: 9290 N BAYSHORE Drive Miami Shores, FL 33138- Permit Number: EL -7 -11 -1301 Project: <NONE> Contractor: ADAN ELECTRICAL SERVICES LLC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050270240 Phone: (786)285 -3847 Building Department Comments ELECTRICAL WORK FOR NEW ROOF CONVERSION FROM GLASS TO FLAT ROOF Passed Ri/ 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- 165153. CREATED AS REINSPECTION FOR INSP- 162224. Not ready for rough. remove smoke detectors to reveal boxes & wire. Not ready. November 21, 2011 For Inspections please call: (305)762 -4949 Page 27 of 46 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 BUILDING PERMIT APPLICATION FBC 20 Permit No. Zan Jill Z 9 2111 Master Permit No. OOL Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): A tv — Cc} (" w P r\-) Phone #: - 325 - 0CZ Address::/C% 0 City: tAkMAN State: L Tenant/Lessee Name: Email: 64. /A Phone #: Zip: 38 JOB ADDRESS: CA 2.S ® N B A` a (-\O�{ ` R City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: / / -32A)S- (y2 3 - 6 2.4 Is the Building Historically Designated: Yes NO )& Flood Zone: CONTRACTOR: Company Name: P )b4 •l 1= LFttrZ CAL_ ` 2 -01CVA LLC Phone #: °1 RC, 2135- -384C) Address: •S(70 ` 3w `?`1 P��D City: \-\o LU W 000 State: (-- Zip: Qualifier Name: Q- OLPc VC) /rci Pry Phone #: `T `5 33 4"7 State Certification or Registration #: EC. 3 0 04 A 53 Certificate of Competency #: Contact Phone #: 18C. 2.$ S 3g d-1 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ did ( Square/Linear Footage of Work: Type of Work: DAddress ❑Alteration UNew l epair/Replace ❑Demolition Description of Work: \ txee U tocs ************** ** * * ************ * * *** *a: ** Fees * * * ** x******** * ** : ****** ** * *** *** ** *** ****** Submittal Fee $ Permit Fee $ /Cei CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 160 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The fore oing instrument was ackn wleded before me this°�6 day of , 20 _, by , day of , 20 t( , by�\G4 a who is personally known to me or who has produced who is p rsonally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * ** NOTA OLIC: Print: 111J- , Si My Commission Ex JBRNEfTEAUCEA NOTARY PUBLIC- SYNEOF RI,ORIDA COMMISSION #DD 22 • EXPIRES4/4t412 BONDED THRU 1.➢$NOTARY1 ****************************************************** * * * * * * * ** * * * * * * ** * * * * * * * * * * ** ** APPROVED BY E . / ians Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk 115 S. Andrews Ave., Rrn. A -100, Ft. Lauderdale, FL 33301 -1895 -- 954- 831 -4000 VALID OCTOBER'', 2010 THROUGH SEPTEMBER 30$ 2011 Business Name: ALAN ELECTRICAL SERVICES LLC Business Ty CTxreAi, /ALA ,s /cash OT (EEcT1 IcA LQNTRAc 3) Business Opened :o6Jo1 /2010 State►CountyICertIReg :EC13 004453 Exemption Code: TEXRMPT Owner Narne: ROLANDO ALAN Business Locatktn: 3001 SW 37 AVENUE HOLLYWOOD Business Phone: 786 -285 -3847 Rooms its Employees Machines Professionals 2 Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years 27.00 0.00 0.00 0.00 000 O.dO 27.00 for Vending 8Uness Only Collection Cost Total Paid THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is leveed for the privfege of doing business within Broward County and is non - regulatory in nature. You must meet ell] County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business ladon. This receipt does not indicate that the business is legal or that it is In compliance with State or dal laws and regulations. Malting Address: ROLANDO ADAN 3 001 SW 37 AVENUE HOLLYWOOD, FL 33023 ini A m 71111 Receipt #01A -09- 00030305 Paid 09/29/2010 27.00 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * CEMFICATE OF ACTION TO BE EXEMPT FROM FLORIDA WORKSOP COLMPSISATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE; 05/17/2010 EXPIRATION DATE 05116/2012 05 -17 -2010 PERSON: ADAN FEIN: 272398773 BUSINESS NAME AND ADDRESS: ADAN ELECTRICAL SERVICES LLC 3001 SW 37 AVE HOLLYWOOD FL 33023 SCOPES OF BUSINESS OR TRADE 1- CERTIFIED ELECTRICAL CC'NTRACT° FRANCISCO SR IMPt01TAf1T- Pursatea to Chapter 440. Ohit41, Ls.. me officer at a corporation who elects exertion iron *is chapter by filing a certificate of election ender this section may out recover benefits or comparmatiao under this chafer. Pursuant to Chapter 440,0611Zi, F.S., Ceollfkcotes of ofettloa to Do unmet... eppty Daly wrltd4 the scope of the business or made fisted as the notice al election to be exempt. Pursuant to Chanty/ 440.00114 f S., aeticas of !lattice is be aretapt end celtfftcaIea of election to be exempt shalt De =Neat to revocative tt, at any time after the linos el The antics GI the lssstance tad the casttflceley file meson maned ue the ounce et certificate ae leaser toasu Ste re�raesoia al this section for issuance of a tertffieate, The depattarate shaft reeohe a certificate d can titan for failure al the persea aaaled au the certificate ro meet the rega{rameets at this section. OWC -252 CERTIFICATE OF ELECTION TO BE EXIT REVISER 09-06 ALEX SINK. CHIEF FltJAnlcIAL f0f4 DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORK CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed belowt has effected to be exempt from Florida Workers' Compensation lac. EFFECTIVE DATE: 05/17/2010 EXPIRATION DATE 05/16/2012 ROIANDO E SR 11UESTlONLS? (850) 413 -16 05-17 -2010 COMPENSATION LAW * * PERSON: ARAN FEIN; 272398773 BUSINESS NAME AND ADDRESS: ADAN ELECTRICAL SERVICES LLC 3001 SW 37 AVE HOLLYWOOD FL 33023 SCOPES OF BUSINESS OR TRADE f- GERTI{eIED ELECTRICAL CONTRACT)? Itt1PORTANtT: Pomoaat tot 440 . o6{tay F.S., as officer el e c section may Der recover heaths or coeip 6114aa under tics cleaner. orparctito who elects Q1 as from tiffs dhow by filing a cutilleste sQ nape of the buotuasa or trade Itsted alt the Doti Pnrsesat to Chapter 410 eStit) F 5 fern etedioe War this s tIlle t0 De ex to of election ro be exam* Persimat le C Certificates el elaalite (a Do exempt... be apply Daly within tee apt shalt be =bled to revatetion it at any time alter the Chapter 4r the im F's' f tip of elate, the to terlilfcete as beget meets the =bled of Mk !i of the notice m Ibe 9eseaace al the certificate, the person oa and ter aot1es of Cauvd eu lice certificate to moat War section for Ixsaaeee 01 a certificate, The deperimeal mail y t mimed an time the p at requirements of tats secttsa. mete a eetttt;eelo at asp time tar Iaitsre of the Rersva MC 252 CERTIFICATE OF R Fr:THUU Tl ay cVet mr onm-rn tFCTIflbit? fRfint dig-font AA e.,p C CERTIFICATE OF LIABILITY 1NSU CE DATE (&Mt/OOIYYYY} 07/06/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. T1415 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED HY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTI'T'UTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDIF1ONAL INSURED, the po1Mytiaaj must Se endertsed• M SUBROGATICN I8 WAVED, subject to the terms end conditions of the poky, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate hoider In Neu of such endorsement(s). PRODUCER Obik insurance, Inc 15715 Smith Dixie Hwy Ste. 235 Palmetto Bay, FL 33157 Phone (866 320 -7245 INSURE Aden Electrical Service 3001 SW 37 Avenue Hollywood, FL 33023 Fax 305 964-7715 -IAA Alexis Del Valle • (866) 320 -7245 addvalie@coikinsurance.corn W$URER(R) AFFORDING c WER . misufiLR A: Accidental Insurance Company INSURER B : INSURER C • ;NSUR _ D INSURER E : INSURER F : 1 DM t.tr t: (3415) 904 -7715 RAW II REVISION NUMBER: tsiIMIcIr Peck• v.sn. vs ..,.w. r .•vr.s..+'a... THI5 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW 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 BYTHE POUCIES DESCRIBED HEREIN IS SUBJECT TO AU. THE I ERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSLTsR A TYPE OF INSURANCE GENERAL LIABILITY COMMERCIAL DENIM& LIABILITY El 171 C AIMs -MADE in OCCUR j ••1 W D POLICY NUMBER AGL9006115 I; ,. : A rd Di LIMITS 05/21/2011 05/21/2012 efoi OCCURRENCE s 1,000,000.00 DAMAGE TO RENTED rce) PREMISES (Ea eagnun $ 1(30,000.00 ME (Anyone omen E 5,000 .00 PERSONAL & ADV INJURY s 1,0 ,000.00 GENERAL AGGREGATE S 1,000,000.00 . PRODUCTS - COMP/OP AGO $ 1,000,000.00 E L A©GREGATE LIMIT APPLIES PER ❑ POLICY L: LI LOC $ AUT11IfBO81i•C LIAB1i n-i ANY AUTO rI--tt ALL OWNED SCHEDULED 1 _I� HIREO AVMs ❑ NOTE TIED 0 _0 (Ea BI D SINGLE LIMIT BODILY INJURY (Par Persvn) $ INJURY {Part} $ re�ODiItl (PerOaCCt RAMA13 $ EACH OCCURRENCE $ UMBRELLA LIAR LJ OCCUR (J EXCESS LIAS I r AMS -MADE AGGREGATE $ ❑ DEO 11 RETENTION $ WaRNERE CORC ENEATion AND EMPLOYERS' LUA61L$EY Y I N ANY PRfirPRt€TORPARTN6rr/Exi:CUTIVE N / A 1_ .I TikijRY Li L EiiTM-. E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? 7 (Mandatory In NH) If yes, describe under DESRIPTION OF OPERATIONS baton E.L. Dtu£ASE - EA EMPLOYE 4 EL. DISEASE- POLICY LIMIT $ DEEB`CtUPTr4N OF OFEERAATIONS l LocATIOU8 $ VEHICLES (Attach AGORD let, Additional R marks Schedule, it more space le required) ROOT Of fnSurarice. CERTIFICATE HOLDER CANCELLATION L-----I- • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE I THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE .;i (. - t_r ACORD 25 (2010105) OF 0198S-201e ACORD CORPORATION. All rights reserved. The ACORD naive and togo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name /-1.1 — C- #141. 1‘.1"4"6- CRITIQUE SHEET /f2 � 41 � -riz/ G . '1^0 9i‘"4.--1,-. A= l-/-977/(‘- 3/ ‘eK ;e9,/ 77 Pi7-;Gtc 5 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. )C // - Y‘-/ Job Name 4i — ///` �� CRITIQUE SHEET 167 ; 3/ /VrK2 /l /' \ c! /2-2 e -b iz 1-6- 1,1 ,5,1 2 0 2011 STRUCTURAL CALCULATION FOR PARTIAL DEMOLITION & FLORIDA ROOM REMODELING AT 9290 N BAMSHORE DR. MIAMI , FL 33138 By Chau L. Manh P.E #68215 Structural Engineer 350 E 21st ST. Hialeah, FL 33010 Ph (786) 547 -7921 Fax (305) 884 -1475 jtfilja&(- INDEX DESIGN CRITERIA 01 WIND LOAD ANALYSIS 02 -05 CONCRETE DESIGN . CONCRETE BEAM DESIGN B -1 06 TIMBER DESIGN . 3X6 WOOD RAFTER DESIGN 07 STEEL DESIGN . 6x3x3/16" COLUMN DESIGN 08 CONNECTION DESIGN 09 APPENDIX A 01 -02 (of) DESIGN CRITERIA CALCULATIONS AND DESIGN OF THE STRUCTURE AS PER ACI318 -08 ASCE7 -05 & F.B.0 2007. DESIGN LOAD - WOOD ROOF DL = 25 PSF LL = 30 PSF - WIND LOAD: Building Enclosed Building Category 2 Exposure Category C Velocity 146 mph I= 1.0 kd= 1.0 9 PROJECT JOB NO. SHEET NO. ( ) CALCULATED BY DATE CHECKED BY DATE � D 4 44a (.f. 0 , 6 3,2 6 (z& ��-z lecti it Cid, Cale 6fA L �ie0 0-u., rt c - '`' r 146 - I r r,a jc Z - a (i' , e 14-t) 144 rkpA 92_ (6,600944 )(.0)(0.4pg)(40)( 1 ) 0404) f6.3- PefF 24 EI 3Al. nom° = G5.0 PStc pr�ds 26 /04, Kr- January 27, 2011 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 (& ) # !Surface Iz (ft) Iq (psf) 1G ICp IGCpi IExt Pres (psf)INet w/ +GCpi (psf)INet w/ -GCpi (psf) 1 Windward Wall 11.0 2 Side Wall 13.3 3 Leeward Wall 13.3 4 Side Wall 13.3 A Windward Roof 13.3 13.3 6 Leeward Roof 13.3 46.3 0.87 0.80 0.18 32.2 23.9 40.6 46.3 -0.70 -28.2 -36.5 -19.9 46.3 0.87 -0.50 0.18 -20.1 -28.5 -11.8 46.3 0.87 -0,70 0.18 -28.2 -36.5 -19.9 46.3 0.87 -0.07 0.18 -2.8 -11.2 5.5 46.3 -0.57 -23.0 -31.3 -14.6 46.3 0.87 -0.53 0.18 -21.3 -29.7 -13.0 This is Toad case 1 in ASCE 7 -02 Figure 6 -9. See Figure 6 -9 for other cases. Page 3 of 3 January 27, 2011 Components and Cladding Output Component Description 'Surface (Zone Iz(ft) Iq(psf) IGCp IGCpi IExtPres(psf)INet wI +GCpi (psf) 'Net w/ -GCpi (psf) ROOF A 1 13.3 46.3 0.40 0.18 18.5 10.2 26.9 13.3 46.3 -0.85 -39.4 -47.7 -31.0 2 13.3 46.3 0.40 18.5 10.2 26.9 13.3 46.3 -1.44 -66.7 -75.0 -58.3 3 13.3 46.3 0.40 18.5 10.2 26.9 13.3 46.3 -2.29 -106.0 -114.4 -97.7 WALL COLUMN 1 4 13.3 46.3 0.94 0.18 43.5 35.2 51.9 13.3 46.3 -1.04 -48.2 -56.5 -39.8 5 13.3 46.3 0.94 43.5 35.2 51.9 13.3 46.3 -1.28 -59.3 -67.6 -50.9 1 4 13.3 46.3 0.85 0.18 39.4 31.0 47.7 13.3 46.3 -0.95 -44.0 -52.3 -35.7 Page 2 of 3 January 27, 2011 Components and Cladding Input Component Description ROOF WALL COLUMN Wall /Roof 'Surface Label IZonelSpan(ft) ! Width(ft) lArea(sgft) Roof Wall Walt A 1 1 (All) 10.0 (All) 8.0 4 8.0 2.0 1.0 8.3 33.3 21.3 66.4 ( OS) Page 1 of 3 0 A-0 C- . C PROJECT JOB NO CALCULATED BY DATE CHECKED BY DATE decf-to h, Si< 1,2. SHEET NO. c c P eF X / 0.t2c(d -c-. 71) Rt 0L. O.ato(c/ .� max, M , a ,g kutx M 4 J, 6 /< d Vc4 . 02 g lc d�M ht, (� t _ oLo CLd Ckito & CI (.ixcp..) ((o ) 4-7—‘00 j 2 (40,-LE � MI). °J /- f�l l.0 cle t (49(40 -''r�- Pc p Lc (r ' (c ©.IP �- I-0 61) CA-C c »rte - �c (mot) -b �. . (3_0 Pte) Ce2!J ttid...t l)C t CL PROJECT JOB NO CALCULATED BY DATE CHECKED BY DATE 6 woo() d°-/ , SHEET NO. 01) c9ou IMF s0o� f /o OD #lam M (-) ()I ,e86,0 %.r 4.0 V= 171.cfo:- Arc,4uat 44_ e ev f'a-t A^4! f� r 13, 71- ii`' 34,‘6,h`1 F-4 /Liz (Ps,' s /Aicr PSI' L.,: ezo /1„ �+ ��D2 . = 9 s . / <Fe /01, , Co Pj C?LO irea �/ 1` tv J sClrSJ( ±T �3,C 4Peri < Fv 61=f. 0 r PROJECT JOB NO. SHEET NO. (u e) CALCULATED BY DATE CHECKED BY DATE ,STeet, CA OMic.i p £ $i` x.) vQ K 6 X ,y I6 434 1 - [ / j - - & c' .4o0_ f l r'r''v , QL /f7re.e2 -4-G 1/-0A-0 ,; (11 — fit ; Pd_7 r� - 5.a d3 44-4.0 , .te Fy (41 y 1. 2416 o(c Fe)r ke(t-ice g1 F4 t, / .66 ice,. et -m 1. Q. q q lc s i < T� C9 15 L 46 S.71 lac < 0 E o r ntAt 'ec k A F. g 0,443) lc/ d- 4P 0444174 (. lc. CF42- i-W (QP©t& 4. fec APP, 4, Pa OJ/. PROJECT JOB NO. SHEET NO. 1 Q Q) CALCULATED BY DATE CHECKED BY DATE CO()(i, C o CH6 4- (-02 ciefcc 16 02..1.16 lytt ekeil ni-onA41t.t )CtPuti) 0- °/ ((41, .4)(43) () /3 /.y # -dam o e> 7-s,u,Vaiu IO 7, M (073P.47 8' 13,Ea, J -#- (4)" 0.2_ Co eu(e-crioal CA- P4 Ca Ty L -/ltd t (6L) _ L ", (-w k. Rot I v` ukr/ r� e iu,..p t,u 6' - / h. U C C. rat4 x fop 7) r t(-1 -f X4-'2 . 11.0 bo C i S J ( 14 Fa) l‘ 4 > ipp,c g I(� EQ.A.) (1-41CF• 0_/-_l9-l4 (2.44 l . .-L1 f4T1cau_. cD,thJ Title : Dsgnr: Description : Scope: Job# tor) Date: 3:48PM, 27 JAN 11 Rev: 580000 Page 1 User: KW- 06058x34, Ver5.8.0, 1- Dec-2003 MUlti'Span Concrete Beam (c)1983 -2003 ENERCALC Engineering Software tania.ecw.Calculations ao Description B -1 General Information Fy Pc 60,000.0 psi 3,000.0 psi Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 6000 :>�i - ice;-- .-- ._-- ° .n�ii .:.• ,u�- -9r. �� /i•:oiir. .�iV &7 Spans Considered Continuous Over Supports Stirrup Fy 60,000.0 psi ACI Dead Load Factor ACI Live Load Factor 1.20 1.60 0 Concrete Member Information ive :. .✓ .G,...�• Description ., ..� iii � .,•. . ,,... _.. .,..,.," =ur✓.<> 1 2 3 f .. . , ..�,.: � . i .. Span ft 5.80 10.80 5.80 Beam Width in 8.00 8.00 8.00 Beam Depth in 12.00 12.00 12.00 End FiAty Pin -Pin Pin -Pin Pin -Pin Reinforcing Center Area 0.621n2 0.621n2 0.62in2 Bar Depth 10.00in 10.00in 10.00in Left Area 0.621n2 0.62in2 0.621n2 Bar Depth 2.00in 2.00in 2.00in Right Area 0.62in2 0.62in2 0.62in2 Bar Depth 2.00in 2.00in 2.00in Loads , r/ - /i �.� - / - /.� / / - . - -- • vim;' . a:� /'i-, i /. ✓i:,� /: / , . �//% • -' �'/ /// ,z`v/� - /,' -,-/ / / ..a•.o;Y/.i /// TO, !'ice /4•:/% Using Live Load This Span 7? Yes Yes Yes Dead Load k/ft 0.200 0.200 0.200 Live Load k/ft 0.120 0.120 0.120 Results Beam OK Beam OK Beam OK Mmax @ Cntr @X= Mn * Phi Max @ Left End Mn * Phi Max @ Right End Mn * Phi k -ft ft k -ft k -ft k -ft k -ft k -ft Shear @ Left k Shear @ Right k 0.47 2.73 0.47 1.47 5.40 4.33 25.35 25.35 25.35 0.00 25.35 -3.57 25.35 Bending OK 0.64 1.87 -3.57 25.35 -3.57 25.35 Bending OK 2.33 2.33 -3.57 25.35 0.00 25.35 Bending OK 1.87 0.64 Reactions & Deflections S^ ✓i irrolV.a / / / / //i..,'." / / / /. /'TidW, y.'/1hYi�J/7%� 1.- --- ,// % �i. ;:v y :% f/// /// / /Oi /i2 %:,.yo'''". ". -.,-, .ii- sn`;i.L`�! ;:„,-- .2.w.- " / % - DL @ Left k 0.29 1.95 1.95 LL @ Left k 0.18 1.17 1.17 Total @ Left k 0.47 3.11 3.11 DL @ Right k 1.95 1.95 0.29 LL @ Right k 1.17 1.17 0.18 Total @ Right k 3.11 3.11 0.47 Max. Deflection in 0.001 -0.009 0.001 @ X = ft 4.37 5.40 1.43 Inertia : Effective in4 1,152.00 1,152.00 1,152.00 Shear Stirrups %.G%Y� "/ /,!l. 11, / %// ///i%d/i % % /,l% ////.L/ii /.LXi I1� it /•Fi'/7/Ii t� %/yi //fn iyd.Li.;Hi/ /// "!y////////i/H.O.(/ 1,h23Ni // / /I/////// ///,lG / % / ///y // 3yl tlf % / % /�/Lf� %,,Tn't�.1 //•f26, Stirrup Reber Area in2 0.220 0.220 0.220 Spacing @ Left in Not Req'd Not Req'd Not Req'd Spacing @ .2*L in Not Req'd Not Req'd Not Req'd Spacing @ .4 *L in Not Req'd Not Req'd Not Req'd Spacing @ .6*L in Not Req'd Not Req'd Not Req'd Spacing @ .8 *L in Not Req'd Not Req'd Not Req'd Spacing @ Right in Not Req'd Not Req'd Not Req'd Title : Dsgnr: Description : Scope: Date: Job # (04) Page 1 6X3x3/16" COLUMN Code Ref. AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section TS6X3X3116 Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced Column Height 7.000 ft End Fixity Pin -Pin Live & Short Term Loads Combined 36.00 ksi 1.330 29,000.00 ksi 7.000 ft 7.000 ft X-X Sidesway : Restrained Y -Y Sidesway : Restrained Kxx Kyy 1.000 1.000 Axial Load... Dead Load Live Load Short Term Load 1.90 k 1.20 k k Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments 0.000 in 0.000 in Distributed lateral Loads... DL LL Start End Along Y -Y - 0.3- 70 k/ft --> 7.000 ft Along X -X lc/ft -> ft Combined Stress Ratios AISC Formula H1 -1 AISC Formula 1-11 - 2 AISC Formula H1 - 3 Dead Live DL + LL DL + ST + (LL if Chosen) 0.0363 0.0229 0.0592 0.2434 Allowable & Actual Stresses Fa : Allowable fa : Actual Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual Dead 16.66 ksi 0.61 ksi 21.60 ksi 0.00 ksi 21.60 ksi 0.00 ksi Live 16.66 ksi 0.38 ksi 21.60 ksi 0.00 ksi 21.60 ksi 0.00 ksi DL + LL DL + Short 16.66 ksi 22.16 ksi 0.99 ksi 0.99 ksi 21.60 ksi 0.00 ksi 21.60 ksi 28.73 ksi 5.71 ksi 28.73 ksi 0.00 ksi 0.00 ksi MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: M AMI -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.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 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 "HR-710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, 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 Missile 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: "1Vtiami -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 No. 06- 0405.06 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 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, 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, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per Product Control oth. NOA No 07-0: .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07 /18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16' LAMI CONSISTING OF (1) LITE OF 118° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 716" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) UTE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16' LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/16° LAMI IG: (1) UTE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 5/18" LAMI CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER H. 13!16" LAMI IG: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 5/16' OR 3/8° AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16' LAMI 13: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16' LAMI IG: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16' LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAMI IG: (1) UTE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16' OR 1 /4° AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: O_X XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TATTLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ,7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA 04-0721.01, 03-0225.05 ANSI/AF&PA NOS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CUMEN ,,EPfl IQN4(4 NUIDIMG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Rerse5y Thrts Ro.aimr< F K 4/15/07 C ADO FTL-5330 TO NOTES 7& CHG. NOTE8 TO CURRENT EDIT. now Br F.K. 10/17/08 ne.°woc CHANGE TO ASTM E 130002 trmear F.K. 0 5/13/08 Ravish. A ADD AIR SPACE DIM. NOTE 1. TECH. REF. NOTE 78 NOTE 8. Ore°" a7 F.K. 7J28/08 awl. By J.J. C6 1 1070 TEC:MNOLOGV DRSVE NOKOM,S, FL 34275 P.C. 7OX 1529 NOKOMI8, Fl 34274 �1 TGENERAL NOTES"' ES"' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT visibly Better °wmxc HR710 NTS .92,eat 11 Orwrop 4127 -10 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED as complying with the Florida l2 ,1 3-ag Coda Acr., i1nceo o O 0 2 .S°09 Ecpir.2 Dat^" Plto/ 1 1/2° NOM. GLASS BITE 1/2° NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° NOM. 5/16" LAMINATED GLASS & 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16" LAMINATED GLASS EXTERIOR INTERIOR E> (ALL SECTIONS) 1/2' NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS «— 5/16° LAMINATED 5/16° OR 3/8° AIR SPACE 1/8° OR 3/16° ANNEALED (MIN.) GLASS 13/16° NOM. 13/16° LAMI IG GLASS W/ 5/16" LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16° OR 1/4° AIR SPACE 1/8° or 3/16° ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED as complying with iho Florida Building Codo Accuptmw No 0 Explosion Data ams 4/15/07 NO CHANGE THIS SHEET Rem er F.K a°ffi 10/17/06 aeratanr NO CHANGE THIS SHEET ,:ere:dex F.K 5/13/06 Reviffiortr A ADD AIR SPACE DIM. TO LAMI 19 DETAILS nres°ay Dare: cwclouar o°m: F.K 2/28/06 J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMS, FL 34275 P.O.30 (4528 NOKOMIS. FL 34274 PG- Visibly Bette- GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sarovv°ert HR710 Full 2 a 11 wawaa° 4127 -10 /7/, b D l R t L Clark, P.E PE 038712 Structural TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +5t7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,I +60.0 -60.0 TO 86 7/16" D, E, F, J, K, L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 v.. nISED c,-,-..... the Florida Batt: . .L t Aoccplunce No QG06 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 58.1 +63.8 -63.8 UP TO 74" C D E F I,J, K, L +75.0 -75. 0 ..roon Dote i ' * By ../ / .141.111.'L ' IVB;,r ra:, product .,y, GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) AND FTL-5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -118" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "HS) I. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAW- (1 /8 "HS, .090,1 /8 "HS) J. 13/16" LAMI IG -1/6" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) �l • Robert L. Clark P.E. 712 Structural FX. 4/15/07 C ADD INTEGRAL FIN OPTION 8 UPDATE ASTM E 1300-02 DPS 1070 TECHNOLOGY DRIVE NOKOMIS, 8.34275 P.O. IS, 1528 NoKOans,rt3ona -�� DESIGN PRESSURES 1. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT -. .. Br FIG ate. 10/17/06 Res.= S REVISE DP TABLES TO ASTM E 1300-02 RaiDate. B G F.K. F.K Dalint87, F./C. 5/13/06 Dabs: 2/28/06 A filreWm4B7. J.J. ADD AIR SPACE DIMENSION GLASS TYPES TNRU L. &,. 3/23/06 VsrblyBerrer o NTS 3 m 11 4127 -10 C 54 5116° MAX. DLO FIXED 0 DL( FI LI 110° MAX. WIDTH I.F. FRAME 111° MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) • • DETAIL A - OX OR XO GE FRAME ALL FIG. 27 30 27 318° MAX. DLO MAX. DLO VENT FIXED 05 7116° MAX. WIDTH I.F. FRAME -1 86 7/16° MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL VIEW D -D Q (FRAME CORNER CONSTRUCTION) 7, !r.7 REVISED with the Florida c:!e Ltio0 Dew aea4ar F.K. Dag 4/15/07 ADD INTEGRAL FIN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 8. a°renar F.K 0a 10/17/06 Raub NO CHANGE THIS SHEET Rnwer F.K 5/13/06 Ravmorta: A NO CHANGE THIS SHEET &MIST F.K. X8108 chat., sr J.J. 3/23/08 1070 TECHNOLOGY OHNE NOKOMIS, FL 34275 PO. SOX 1529 NOKOMIS, FL 34274 Visibly Berner ELEVATIONS rm ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Smrwnwaz 119710 NTS am°e 4 a 11 4127 -10 abert L. Clark P.E. PE 339712 Structural DLO VENT f 63° M FLAN CON MAX. p A MAX' O DLO VENTS ALL 62* I.F. FRAME ALL CONFIG. A '315° IAX 3 ALL XED XE TES / O X C 73° MAX. WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO GE FRAME ALL FIG. 27 30 27 318° MAX. DLO MAX. DLO VENT FIXED 05 7116° MAX. WIDTH I.F. FRAME -1 86 7/16° MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL VIEW D -D Q (FRAME CORNER CONSTRUCTION) 7, !r.7 REVISED with the Florida c:!e Ltio0 Dew aea4ar F.K. Dag 4/15/07 ADD INTEGRAL FIN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 8. a°renar F.K 0a 10/17/06 Raub NO CHANGE THIS SHEET Rnwer F.K 5/13/06 Ravmorta: A NO CHANGE THIS SHEET &MIST F.K. X8108 chat., sr J.J. 3/23/08 1070 TECHNOLOGY OHNE NOKOMIS, FL 34275 PO. SOX 1529 NOKOMIS, FL 34274 Visibly Berner ELEVATIONS rm ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Smrwnwaz 119710 NTS am°e 4 a 11 4127 -10 abert L. Clark P.E. PE 339712 Structural INTERIOR MAX. HEIGHT FLANGE FRAME Q EXTERIOR INTERIOR �f— MAX. FIXED DLO -4 MAX. WIDTH (FLANGE FRAME)", SECTION B-8 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) Q I-4-- MAX FIXED DLO —� MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) EXTERIOR INTERIOR SECTION C-C (VERTICAL SECTION, FLANGE RAME) Q I SILL HEAD (VERTICAL SECTION, I.F. FRAME)Q (VERTICAL SECTION, I.F. FRAME) Render. F.K. 4/15/07 Ran ADD INTEGRAL FIN FRAME ITEMS 41, 42 AND 43 AND VIEWS. Ra.aaer Fk Dr. 10117105 NO CHANGE THIS SHEET Ramer F.k omz 5/13105 Rermmas A NO CHANGE THIS SHEET Breen Sr Fk ode ?128/08 cneckedar J.J. 323/08 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 U Visibly Better SECTIONS Ter ALUM. HORIZONTAL ROLLER WINDOW, IMPACT eeavame HR710 Half 5 m 11 4127-10 PRODUCT REVISED as 00L--: „g with the Florida Cod, Acc:- Coco No kabob Date /71/fri A7 Robert L. Clan, P.E. PE 539712 Structural ITEM DWG# REV DESCRIPTION MATT, PGT# ITEM DWG# REV! DESCRIPTION 1 MAIL I PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 66 GLASS, 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" IAMI (1 /8 "A, .090 PVB, 1/8"A) 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 67 " 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PV13,1 /8 "1-1S) 3 #8 X 3/4 PH. PAN HEAD 7834AA 68 " 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" IAMI (1 /8 "HS, .090 PVB, 1 /8 "I1S) 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 69 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8 "A) 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 70 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 71 " 13/16" LAMI IG•3 /16 "A, 5/16" AIRSPACE, 5/16" IAMI (1/8"HS, .090 PVB,1 /8"HS) 8 4131 ROLLER TRACK 6063 -T6 AL 64131 72 " 13/16" LAMI IG-1/8"A, 1/4" AIRSPACE, 7/16" LAMI (3 /I6 "A, .090 PVB, 3/16 "A) 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 " 13/16" IAMI IG1/8 "A,1 /4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PADI626 74 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3 /16 "HS) 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 75 " 13/16" LAMI IG•3 /16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "A, .090 PVB, 3/16 "A) 14 4134 GASKET FORMAN FRAME SILL JOINT 74134W/K 76 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 15 1155 #S X 1.000 QUAD PN. SMS 78IPQA 77 13/16" IAMI IG•3 /16 "A, 3/16" AIRSPACE, 7/16" LAMI (3 /16"HS, .090PVB, 3 /16 "HS) 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 90 1014 SCREEN FRAME (HOR & VER.) 3105 -H14 AL 17 4054 B FIXED MEEETNGRAIL 6063HD -T6 AL 64054A 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 19 4066 W STP,.187 X .230, FIN SEAL 64066G 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCREEN SPRING ST.ST. 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 23 225-1 ROLLER HOUSING& GUIDE 421121ID 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 96 SCREEN CLOTH 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N PRODUCT REVISED as complying with the Florida Accepts cede 32 4006 1235 D SASHMEETINGRAIL WSTP,.170 X .270 BACK, FIN SEAL 6063EEST6AL 64006 67S16G 2710 --] 33 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 #8 X .625 PEL FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 .082 38 1683 WSTP.,.250 X BACK, FIN SEAL 61683G 2.624 7070 .270 BULB WEATHERSTRIP .187 X .275 67070K 1 39 40 LIFT RAIL COVER CAP 74078 "C" L OR R 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 42 4140 4141 I.F. FRAME SILL I.F. FRAME JAMB 6063 -T6 AL 6063 -T6 AL 64140 64141 Q 0A, I.F. FRAME HEAD #4139, 8083 TB 43 50 GLAZING SILICONE, DOW 899,995 OR • UIVAI 1�VT 51 1224 VINYL GLAZING BEADBULB(THICK) 6TP247W 52 1225 VINYL GIAZINGBEAD BULB (THIN) 6TP248K 2.784 53 4039 B GLAZING BEAD - 5/16" G 6063 -T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W /GRILL KIT 6063-T5 AL 644703 .082 3.152 Expiration ia U - - By /../..4 , 'iii, -< iT.P,o�q 55 4222 A GIAZINGBEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD -7/16" W /GRILL KIT 6063 -T5 AL 6985 ~ 1.988 082 59 4067 GLAZING BEAD - 13/16" 6063 -T5 AL 64067 I.F. FRAME JAMB 60 GLASS, 5/16' LAMI (U8" A, PVB, U8" A) " .040 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 43 A #4141, 6083 -T6 g lG V L Clark, P.E. PE 1139712 strueaaai 61 62 " 5/16" LAMI (1 /8" HS, .090 PVB, 1 /8" HS) 63 7/16" LAMI (3/16" A, PVB, 3/16" A) " .090 7/16" LAMI (3/16" A, , 33/ HS) 2 710 FRAME SILL 64 65 .09 P 16 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 42 Q .F. #4140, 806348 Rend By.. F.lc cm.: 4/15/07 4/15/07 C ADD ITEMS 41.42 &43 PARTS LIST Tom' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ads F.K. as. 10/17/06 aevC 8 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O.0001520 NOKOh0S, FL 34274 tea,. F.K. �: ITEMS 77. 5/13/06 Data: 2/28/08 A chmem or J.J. ADD SPACE DIMENSIONS 667HRL Data .523/06 �_ Visibly Better _ �rtmaat ' I1R7r0 NTS ' 6 11 1........ 4127 -10 m. C O.a.ner Fx 1.173 73 .062 2.710 O FLANGE FRAME HEAD #4102A, 6063-T6 r- O SASH STOP #4025,6063 -T5 L 0 SASH TOP & BOTTOM RAIL #4133,6063 -T5 1.183 .050 1.098+ ---1 J O GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) 3.152 .062 CI FLANGE FRAME SILL #4136,6063 -T6 .43- 7 .461 O HORIZ. ROLLER TRACK #4131, 6063 -T6 .061 2 1.081 I-.- 32 SASH MTG. RAIL #4006D, 6063HS-T6 .678 1.096 444455550 -H T 55 GLAZING BEAD 7/16" #4222.4 6063-T5 1.187 2 1.187 t+-- .06 R-90 FRAME SILL ADAPTER #4137,6063 -T6 I�-1.403 -�I 17 FIXED MEETING RAIL #4054B, 6063HD-T6 1.291-.4 37 SASH SIDE RAIL #4126, 6083-T5 .05Q 1.115 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) 1�1.513iJ II .040 1.443 .738 O SASH STOP COVER #4053,6063 -T5 1.363 13 FLANGE FRAME JAMB #4002A, 6063-T6 F--- 2.784 .062 .878 1.098- -±-- -1 T 53 GLAZING BEAD, 5/16" #40398,6063 -T5 050 1 I 59 GLAZING BEAD, 13/16" #4067,6063 -T5 1.097 R F. ap FK 4115/07 lievisiorrtr NO CHANGE THIS SHEET wear. F./C. Aic 10/17/08 Ralston= NO CHANGE THIS SHEET agcy F.K. 5113/08 Ren� a: NO CHANGE THIS SHEET ore,m ar F.K 2/28/06 acme ar J.J. r 3723/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.0 905 1829 9090148. FL 34274 PGT DastrioPqr EXTRUSIONS Tar ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Baer smemeae HR710 Half 7 m 11 4127-10 Rev C PRODUCT REVISED as complying with the Florida Buldutg Cade Acceptance No O Expiration Data Robert L. Gant, P E. PE 839712 Structural ANCHOR QUANTITIES, XOX (1/4 -1/2 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4° ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE > & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD Z CONC 1, CONC Z3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZO S WINDOW SIZE v N HEAD & SILL 7i f HEAD & SILL 1 y CO HEAD & SILL m co g HEAD & SILL 3 ,¢� > HEAD & SILL h g HEAD & SILL 5 , y 2. GLASS TYPES: 3 A. 5/16° LAMI - (1/8° A,.090,1/8° A) ¢ A , . 0 9 0 , °LAMI 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 D .7/16 -(3/1 H5.090, 118 A) D. 7/18° LAMI - (3/16° A,.090, 3/18° A) 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 E. 7/16° LAMI - (3/16" A,.090, 3/16" HS) 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 G.1 7/16' 16° LAMI -1016"83,. 3/ 6"A 5/1 G. 13/16° LAM- 1G -1/8° OR 3/16" A, 5116° OR 318° SPACE, 5/18° LAM- - (1/8' A,.090, 1/8" A) 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 H. 13/16° LAMI 10 -118° OR 3/16° A, 5/16° OR 3/8° SPACE. 5/16" LAMI - (1/8° A,.090,1/8° HS) 1 +C2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +02 +1 3 1 +C2 +1+ C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 I. 13/16" LAMI IG - 1/8° OR 3/16" A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8"1-15,090, 1/8" HS) 3 J.13/16° LAMI IG -1/8" OR 3116° A, 3/16° OR 1/4° SPACE, 7116° LAMI - (3/18' A,.090, 3/16° A) 1 +02 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 K.13/16• LAMI IG -1/8° OR 3/16° A, 3/16" OR 1/4° SPACE, 7/16° LAM- - (3/16° A,.090, 3116° HS) 60.000x 38.375 48.000 50.825 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1+02 +1+02 +1 2 1 +02 +1 +02 +1 2 1 +C2 +2 +C2 +1 2 L. 13H 6° LAMI 10 -118° OR 3/18° A 3116' OR 1/4° SPACE, 7/16" LAMI - (3/16° HS,.090, 3/18" HS) 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +2 +02 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02 +1 3 1 +02+1 +C2+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2+02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02 +1 3 1+(2+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +2 +02 +1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +02 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +C3 +2 +03+1 3 JAMBS: 9° MA 25 MA X MAX. . FROM FROM CORNERS. CORNERS AND 22 1/2° MAX O.C. 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +03+2 +03+1 3 TABLE KEY; 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +2 +02 +1 2 1 +02+1 +02 +1 2 1 +02+2 +02 +1 2 1 +02 +2 +02+1 2 1 +02 +2+02 +1 2 1 +02 +2 +02 +1 X O X 2 1 +C2 +2 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +C2 +2+02 +1 3 1 +C2 +2 +02 +1 3 I1 +C3 +4 +03+11 3 ANCHOR QUANTITY PER JAMB f HEAD AND SILL ANCHOR QUANTITY. 1 +02+2 +02 +1 3 1+02+1 +C2 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +(2+2+02 +1 3 1 +02+1 +02 +1 3 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +02+2 +02+1 3 1 +03 +2 +03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +02 +2 +02 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +2 +02 +1 3 1 +02 +2 +02+1 3 1 +C2 +2 +C2 +1 3 1 +03+2 +03 +1 3 ANCHOR AT EACH OPERABLE VENT 1 +02 +2+02 +1 3 1 +02 +1 +02 +1 3 1 +C3+2+C3 +1 3 1 +03 +2 +03+1 3 1 +02+2+02 +1 3 1 +03+2 +03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD AND 64.000x 38.375 48.000 50.625 54.000 60.000 83.000 1+02 +2 +C2 +1 2 1 +02 +2 +02 +1 2 1+02 +2 +02 +1 2 1 +02 +2+02 +1 2 1 +C2 +2 +02 +1 2 1 +02 +3+02 +1 2 (12) SILL 1 +02+2 +02 +1 3 1 +02+2 +02 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +03 +3+03+1 3 (3° MIN. O.C. ANCHOR SPACING) 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +C2 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +04 +3+04+1 3 25 3/4° max. MIN. 1 +02+2 +02 +1 3 1 +02+2 +02 +1 3 1 +03 +2 +03+1 3 1 +03 +2 +03+1 3 1 +02 +2 +02+1 3 1 +04+3+04+1 3 PsJl,l�cr ^with at esc� -r:!.i¢vt cI Florida Atr.• ar.7No 0 .' .0 f Iii x 1 1 1 1 1 III- O l X ,- ,-- 1 +02 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +02 +2 +02 +1 3 1 +04 +3+04 +1 9° REF. 3 106.375x38.375 48.000 50.625 54.000 60.000 83.000 1 +02 +2 +02 +1 2 1+02 +2 +02 +1 2 1 +02 +3 +02 +1 2 1 +02+3+02 +1 2 1 +02 +3+02+1 2 1 +02 +4 +02 +1 2 \� 1 +C2 +3+02 +1 3 1 +02 +2 +02 +1 3 1 +03+3+03 +1 3 1 +03+3 +03+1 3 1 +02 +3+02 +1 3 1 +03 +4+03+1 3 MTG. RAIL, TYP. 1 +02 +3+02 +1 3 1 +02 +2 +02 +1 3 1 +C3 +3+03+1 3 1 +03 +3+03+1 3 1 +03+3+03 +1 3 1 +03 +4 +03 +1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +C3+3 +C3+1 3 1 +C2 +2 +C2+1 3 1 +03+3+03+1 3 1 +03 +3+03 +1 3 1 +03 +3+03 +1 3 1 +04+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) Expiration 0 f -1 B' ' �t- / a ..,, 1 +03 +3+03+1 3 1 +02+2 +02+1 3 1 +C4 +3 +04 +1 3 1 +C4 +3 +C4 +1 4 1 +03+3 +03+1 3 1 +04 +4 +04+1 3 1 +03+3+03+1 3 1 +02+2 +02 +1 3 1 +04+3+04 +1 3 1 +04 +3 +04+1 4 1 +04 +3+04+1 3 1 +05+4 +05+1 3 25 3/4° MAX 111.00x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +3+02 +1 2 1 +02+2 +02 +1 2 1 +02 +3+02 +1 2 1 +02 +3 +02 +1 3 1+02 +3+02 +1 2 1 +02 +4 +02 +1 2 -" 1 1/2'TYP. MIN. 1 +C2 +3+C2 +1 3 1 +C2 +2 +02 +1 3 1+03+3+03+1 3 1 +03+3+03 +1 3 1 +02 +3+02 +1 3 1 +03 +4 +03+1 3 t nit i l 1 i lilt 9° REF. 1 - X A Robert L. Clark, P.E. PE 639712 sauclwoI 1 +02 +3+02 +1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 1 +03 +3 +03+1 3 1+03 +3+03+1 3 1 +03 +4+03+1 X 0 3 7��-----.....______-- 1 +03+3 +C3 +1 3 1 +C2+2 +02 +1 3 1 +03+3 +03 +1 3 1+03 +3 +03+1 3 1 +03+3 +03+1 3 1 +04+4+04 +1 3 1 +03+3+03 +1 3 1 +02 +2 +C2 +1 3 1 +04 +3+04 +1 3 1 +C4 +3+04 +1 4 1 +C3 +3+03 +1 3 1 +C4 +4 +C4 +1 3 MTG. RAIL, TYP.- 1 +03+3+03 +1 3 1 +02+2 +02 +1 3 1 +04 +3+04 +1 3 1+04 +3+04 +1 4 1 +04 +3 +04+1 3 1 +05 +4 +05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Reed op F.K 4/ 15107 C UPDATE TASLE4. SELECT VALUES DUE TO ANCHOR CAP. AOJ ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW IMPACT lmrsaax F.K. nets 10/17/08 Pewee= B REVISE ANCHORAGE FORMAT, HEAD SILL CLUSTERS 10701ELMNOLOGY DRIVE NOKCM13, FL 34276 P.O. Boy 1629 NOKOMIS. FL 34274 Ress0 an. TYPES G THRU L F.K. Dram er F.K. 5/13/06 2128106 A o'memar J.J. ADD SPACE DIMENSIONS GLASS Data I 3/23/06 Visibly Better surarr�ueae HR710 _ NTS 8 m 11 °p°a'0W6 4127 -10 a.. C ANCHOR QUANTITIES, XOX (1/3 -1/3 -113) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 - 1/4' ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) ANCHOR TYPE a & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F, ,J,K. L 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, .17.ONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H HEAD & SILL 2 HEAD & SILL - 2 HEAD & SILL 2 HEAD & SILL 2 HEAD & SILL g ¢ HEAD & SILL 2. GLASS TYPES: A. 5/16° LAMI - (118' A,.090, 1/8°A) B. 5116° LAMI - (1/8° A,.090, 118° HS) 48.000x 38.375 48.000 50.625 54000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +02 +1 2 C. 5/16 ° LAMI -(1/8° HS,.090, 1/8° HS) ° 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 E.7/16 LAMI - (3116° A,.090,3/16 1 -I A) E. 7118° LAMI - (3118° A,.090, 3116° HS) 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 F. 7 /16 ° LAMI - (3/18° HS,.090,3/16 °HS) 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 G. 13/16° LAMI IG - 1/8° OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8° A,.090, 1/8° A) 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 H. 13/16° LAMI IG -1/8° OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8' A,.090, 1/8° HS) I. 13/16' LAMI 10 - 1/8° OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16' LAMI HS,.090, 1/8' HS) 1 +C2 +1 +02 +1 3 1+02+1+02+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +q +1 +q +1 - (1/8° 3 J. 13/16° LAMI 10 - 1/8° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16° A,.090, 3/16° A) 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 K. 13/16° LAMI 10 - 1/8° OR 3/16° A. 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16° A,.090, 3/16' HS) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 L. 13/16° LAMI IG -1/8° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16° HS,.090, 3/16' HS) 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +00+1 +03 +1 3 1+02 +1 +02 +1 3 1 +C2 +1+02+1 3 1 +C2 +1 +02+1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +00+1 +00+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE 25 3/4° MAX. FROM CORNERS 00.000 x 38.375 48,000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1+02 +1 +02 +1 2 1 +02 +1 +02+1 2 1+02 +1+00 +1 2 JAMBS: 9' MAX. FROM CORNERS AND 221/2' MAX O.C. 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 TABLE KEY: 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03+1+03 +1 3 X 0 X 3 [1 +C 3+1 +C3 +1 1 3 ANCHOR QUANTITY PER JAMB 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03+1 3 f HEAD AND SILL ANCHOR 1 +C2 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +q +1 +q +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +00+1 3 QUANTITIES 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 O CLUSTER MEETING (3) ANCHORS RAIL PLUS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 3 1 +C2 +1 +02 +1 3 1+02 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1+0+1+03+1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +C3+1 3 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+03+1 +C3+1 3 1 +02 +1 +02 +1 3 1 +0011 +00+1 3 3 1 +02 +1 +02 +1 3 1 +00+1 +00+1 3 1 +03+1 +03+1 3 1+02+1 +02+1 3 1+03+1+03+1 3 00000 Qx r 2 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 2 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 2 1+02+1 +02 +1 3 1 +02+1 +02 +1 2 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +q +1 +q +1 2 3 - I 25 3/4° MAX. —.-I —3° MIN PRODUCT Fu; REVISED a3 +.1 F. il5 Wail us, Florida Bu1Id'^7CodC _ Acc� a,tc No 0 oB 5.09 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +00 +1 +00+1 3 1 191 X 1 III 0 I X 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +00+1 +00+1 9' REF. 3 -I- 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +00+1 +00 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 3 1 +C2 +1 +02 +1 3 1 +03+1 +C3+1 3 1 +03+1 +00 +1 3 1 +C2 +1 +C2 +1 3 1 +q +1+03+1 3 MTG. RAIL, TYP.— OF (3) ANCHORS ABOVE) 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 2 1+02 +1 +02 +1 2 EXAMPLE CLUSTER W/ QTY. 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1+02 +1 3 1 +03+1+03+1 3 Ex irarionDmc " E71 'On 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +00 +1 +00+1 3 (SHOWN IN TABLE KEY I,, Bi. 3 1 +C2 +1 +C2 +1 3 1 +q +1+03+1 3 1 +03+1 +00 +1 3 1 +C2 +1 +C2 +1 3 1 +00 +1 +03+1 3 �Dado Prodecr 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +00+1 +00 +1 4 1 +03+1 +03+1 3 1 +00 +1 +03+1 3 25 3/4° MAX 3 1 +02 +1 +02 +1 3 1 +03 +1 +00+1 3 1 +03+1 +00 +1 4 1 ++1 +03+1 00 3 1 +04 +1 +C4 +1 4 —� 1 112" TYP. I—.--3° MIN 2 1 +02 +1 +02+1 3 1 +02 +1 +C2 +1 2 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 2 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 2 1 +02 +1 +02 +1 3 1 +00 +1 +00 +1 2 �3 p/O V7 Robert L. Clark P.E. PE 639712 structural 1 1 3 9' REF. X� t1 1 1111 O 1 X /- 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 7-----„ ______ 3 1 +C2+1 +C2 +1 3 1 +00+1 +00 +1 3 1+C3+1+C3+1 3 1 +C2+1 +C2+1 3 1+00 +1 +00+1 3 OF (4) ANCHORS 1 +C2 +1 +C2 +1 3 1 +03+1 +00 +1 3 1 +03+1 +q +1 4 1 +C3+1 +C3+1 3 1 +C4 +1 +04 +1 4 MTG. RAIL, 7YP.— 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +00 +1 3 1 +q +1 +03+1 4 1 +03 +1 +03+1 3 1 +04 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. Rosa Br 4/15/07 C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. ANCHORAGE SPACING, XOX (1/3- 1/3 -1 /3) Rawer F.IG os r 10/17/06 Revisions: 0 REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS 070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.C. 900 1629 NOKOMIB. FL 34274 - T'TM' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rawer F.X wam Br F.K. Dab: 5/13/08 Deft 228/06 Raaromc A checked ay J.J. ADD SPACE DIMENSIONS GLASS TYPES 0 THRU L ome 323/08 I Visibly Better s° i°ed HR710 3m1c NTS sr.� 9 a 11 °di6DMi' 4127 -10 Ra` C ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -114° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16° LAMI - (1/8° A,.090,1/8" A) B. 5/18° LAMI - (1/8° A,.090, 1/8° HS) C. 5/16° LAMI - (118' HS,.090,1/8° HS) E. 7/16" LAMI - (3/16° A,.090, 3° A) E. 7/18' LAMI - (3116° A,.090, 3/1188° HS) F. 7/18° LAMI - (3/18° HS,.090, 3/16° HS) G. 13/18° LAMI 10 -118° OR 3/18° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8°A,.090, 1/8° A) H. 13/16' LAMI 10 - 1/8° OR 3/16° A, 5/16° OR 3/8" SPACE, 5/16° LAMI - (1/8° A,.090,1/8' HS) I. 13/18° LAMI IG -1/8' OR 3116° A, 5/16° OR 3/8° SPACE, 5118° LAMI - (1/8° HS,.090,1/8° HS) J. 13/18' LAMI IG -1 /8° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16° A,.090, 3/16° A) K. 13/16° LAMI IG - 1/8" OR 3/18° A, 3/16" OR 1/4° SPACE, 7/16" LAMI - (3/16° A,.090, 3/16" HS) L 13/18° LAMI IG -1/8° OR 3116' A, 3/16° OR 1/4' SPACE, 7/16° LAMI - (3/16° HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8 SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4° MAX FROM CORNERS. JAMBS: 9° MAX FROM CORNERS AND 221/2° MAX O.C. TABLE KEY: O X ANCHOR TYPE > & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H Q0 - rn X "5 m 2 5, ¢Oa - W rn = "5 m 2 4 o - W Cl) = o8 m Q.. -i 60 6 _ "5 m 2 5, ¢Qo ? W E _ 05 m 5, Q: ? W In _ 05 m 2 4 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +02 +1 3 1 +p +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1+C2+1 2 1+02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +02 +1 3 1 +p +1 3 1 +C3+1 3 1 +02 +1 3 1 +C3+1 3 1 +p +1 3 1 +C2 +1 3 1 +p +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 2 +C3+2 I 3 -ANCHOR QUANTITY PER JAMB 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +p +1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 1 +p +1 3 3 1 +02 +1 1 +C2 +1 3 3 1 +C3+1 1 +C3+1 3 3 1 +C2 +1 1 +C3+1 3 3 1 +02 +1 1 +C2 +1 3 3 1 +C3+1 1 +p +1 3 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 1 +C3+1 4 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 4 1 +02 +1 3 1 +C3+1 3 1+C3+1 4 1 +p +1 3 1 +C4 +1 3 1 +p +1 4 1 +0+1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +02 +1 3 1 +02 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +C3+2 3 1 +02 +1 3 1 +C2 +1 3 2 +03+2 3 1 +C3+1 3 1 +02 +1 3 2 +C3+2' 3 1 +C3 +1 3 1 +02 +1 3 2 +C3+2 3 1 +C3+1 4 1 +C2 +1 3 2 +C3+2 3 1 +p +1 4 1 +C2 +1 3 2 +C3 +2 3 x-18 3V4° MAX -.11-.-3" MIN. PRODUCT ^11sED as comp:;.:.; with Sib Florida Building Co=o ActtrtancoNo. 0815,1 Gi 1 +p +1 4 1 +C3+1 3 2 +04 +2 4 1 +p +1 4 1 +C3+1 3 2 +C4 +2 4 9° REF. O 1 +p +1 4 1 +C3+1 3 2 +C4 +2 4 1+C3+1 4 1+C3+1 3 2 +C4 +2 4 � r 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 QTY. OF (3) ANCHORS 2 +02 +2 4 1 +02 +1 3 2 +C3+2 3 2 +C2 +2 4 1 +C2 +1 3 2 +p +2 3 MTG. RAIL EXAMPLE CLUSTER W/ 2 +p +2 2 +p +2 4 4 1 +02 +1 1 +C2 +1 3 3 2 +p +2 2 +p +2 3 4 2 +p +2 2 +p +2 4 4 1 +C2 +1 1 +C2 +1 3 3 2 +C3 +2 2 +p +2 3 4 (SHOWN IN TABLE KEY ABOVE) Fs/lira/ion Dan: L C{] ZOII By / /1,.. : , ., Dade Product ' = "� 2 +C3+2 4 1 +p +1 3 2 +C4 +2 4 2+C3+2 4 1 +C3 +1 3 2 +C4 +2 4 1 +p +1 4 1 +C3+1 3 2 +C4 +2 4 2 +p +2 4 1 +p +1 3 2 +C4 +2 4 1 183/4° MAX 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 2 +02 +2 2 2 +C2 +2 3 2 +C2 +2 3 2 +C2 +2 2 2 +02 +2 3 -_ 1 112° TYP. I�--3° MIN. 0 2 +p +2 4 2 +02 +2 3 2 +p +2 4 2 +C3+2 4 2 +02 +2 3 2 +p +2 4 9° REF. !�� #4/0/7 Robert L. Clad,, P.E. PE 639712 Structural 2 +p +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +p +2 4 2 +C2 +2 3 2 +p +2 4 X r 2 +C3+2 4 2+C3+2 3 2 +C4 +2 4 2 +p +2 4 2 +p +2 3 2 +C4 +2 4 2 +p +2 4 1 +p +1 3 2 +C4 +2 4 2 +p +2 5 2 +p +2 3 2 +04 +2 4 MTG. RAIL EXAMPLE CLUSTER W/ Q. OF (4) ANCHORS 2 +p +2 4 1 +p +1 3 2 +C4 +2 4 2 +04 +2 5 2 +C3 +2 4 2 +C4 +2 5 RevffiBr F.K. Dr. 4/15/07 Revisions C CHG. TABLE# TO B, 8 SELECT VALUES DUE TO ANCHOR CAP. ADJ D ANCHORAGE SPACING, OX AND XO WINDOWS ALUM. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rend ay. F.K t� 10/17/06 R°adwm B REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS 1070 TECHNOLOGY DRIVE NOKOMi9. FL 34278 P.C. GOX 1529 NOKOMIS, FL 34274 F.K. 5/13/06 A ADD SPACE DIMENSIONS TO GLASS TYPES 0 THRU L. p gt. F.K. a 2/28/06 cre°xeaey. J.J. pep: 323/06 Visibly Better ak HR730 �` NTS 10 a 11 °iei°°"` 4127 -10 �'' C • A A MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 1 3/4° MIN. E.D. TYP. NOTE 1 /. DETAIL A 1/4° MAX SHIM 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1 3/8° MIN. DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR NOTE 1 1/4° MAX SHIM —•1 h— CONCRETE ANCHOR, NOTE 1 1/4 MAX. SHIM 1 1/4° MIN. (1.5 KSI CMU) OR PER NOTE 1 Q (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO 0 TAPCONS EMBEDED 1 3/8° MIN. OR 1/4' SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM QF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT ©EDITION. 1-- (�(II;:,;,; a : MIAMFDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, Fl. 34275 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 "730" Aluminum Sliding Glass Doors w/ wo Reinforcements — L.M.L APPROVAL DOCUMENT: Drawing No. 4406 -1, titled "Series Alum. Sliding Glass Door, Impact", sheets 1 through 19 of 19, dated 04/18/05 with revision "I" dated 12/13/07, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P. E., bearing the Miami —Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. All 90 Degree Doors Must Be Reinforced Regardless Of Design Pressure. 2. Refer To Table In Sheet 3 For Positive Design Pressure Limitation Verses Sill Height. 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 07- 0511.06 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 Jaime D. Gascon, P. E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov/buildingcode MIAMI•DADE COUNTY APPROVED NOA No. 09-0728.06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4406 -1, titled "Series Alum. Sliding Glass Door, Impact", sheets 1 through 19 of 19, dated 04/18/05 with revision "I" dated 12/13/07, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum sliding door, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -4159, dated March 25, 2004, FTL- 4161, dated March 26, 2004, VT L-4162, dated March 30, 2004, FTL -4163, dated March 25, 2004, FTL -4171, dated March 29, 2004, FTL -4454, dated Jan 31, 2005, FTL -4524, dated Jan 31, 2005, and FTL -5084, dated October 17, 2006, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 06- 0523.03) C. CALCULATIONS 1. Anchor verification and comparative analysis dated 10/01/07 and last revised on 03/11/08, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P. E. Complies with ASTM E1300 -02/ 04 (Submitted under previous NOA No. 07 -0511.06) D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09 -0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09 -0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. Notice of Acceptance No. 09-0127.13 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", approved on 03/04/09 and expiring on 03/04/14. E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0728,06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2007, dated July 21, 2009, signed by Robert L. Clark, P. E. 2. Statement letter of conformance and no financial interest, dated October 01, 2007, signed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 07- 0511.06) 3. Laboratory compliance letter for Test Report No.'s FTL -4159, dated March 25, 2004, FTL -4161, dated March 26, 2004, FTL -4162, dated March 30, 2004, FTL -4163, dated March 25, 2004, FTL -4171, dated March 29, 2004, FTL -4454, dated Jan 31, 2005, FTL -4524 dated Jan 31, 2005, and FTL -5084 dated October 17, 2006 all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 06- 0523.03) G. OTHERS 1. Notice of Acceptance No. 07- 0511.06, issued to PGT Industries for their Series "730 Aluminum Sliding Glass Doors w/ wo Reinforcements ", approved on 04/03/08 and expiring on 11/11/09. 2. Test proposal No. 06 -0114, issued to PGT Industries for their Series "730 Aluminum Sliding Glass Doors w/ wo Reinforcements ", approved on 04/14/06 by BCCO. E -2 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0728.06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 GENERAL NOTES: IMPACT SLIDING GLASS DOOR (ALUM. REINFORCED / NON - REINFORCED) 1. GLAZING OPTION TYPES: (SEE DETAILS ON SHEET 2) A. 7/16" LAMI CONSISTING OF (1) EXT. LITE OF 3/16" ANNEALED GLASS AND (1) INT. LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORTS FTL -4159 AND FTL-4161. B. 7/16" LAMI CONSISTING OF (2) LITES (1 EXT., 1 INT.) OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -416 C. 7/16" LAMI CONSISTING OF (1) EXT. LITE OF 3/16" ANNEALED GLASS AND (1) INT. LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL.4171. 0. 7/16° LAMI CONSISTING OF (2) LITES (1 E)(T., 1 INT.) OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. E. 1 1/16" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/18" AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE. THE 7/16" LAMI COMPONENT IS ITEM C ABOVE. TEST REPORT FTL -4162. F. 1 1/16" LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE. THE 7/16° LAMI COMPONENT IS ITEM D ABOVE. TEST REPORT FTL -4162. G. 9/16° LAMI CONSISTING OF (2) LITES (1 EXT., 1 INT.) OF 1/4° HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4183. 2. CONFIGURATIONS: SEE SHEETS 4 AND 5. REINFORCEMENT REQUIREMENTS SEE NOTE 2, SHEET 3. 3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 6, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS SEE SHEETS 15 THROUGH 19. 5. SHUTTERS ARE NOT REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCES: TEST REPORTS FTL -4159, FTL- 4181, FTL- 4162, FTL -4183, FTL -4171, FTL-4454, FTL-4524 AND FTL -5084. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SGD730, 2 -TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS SGD70. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. DOORS SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 CONFIGURATIONS 4-5 VERT. SECTIONS 6-8 HORIZ. SECTIONS 9-11 PARTS LIST 12 EXTRUSIONS 13-14 ANCHORAGE 15-19 PRODUCT REVISED a; ccrtPlyi g with the Florida Building Code c Expiration D 7 -0 1 •Q� By ic( Wood Prouct C0�0' rdial Division PRODUCT RENEWED as am51lying with the Florida Building Code No Acaptemcc Ii°..:_�a_ ZOI - PradtxtOoannl By Division Road Er FJC Haw 81V07 Rallhle AOCI REAM. /rnw 10 Dot NOTE& ADD NOTE REEGRESS. ADO TYPES TO NOTE 1 UPDATE HEW REFERENCA NOTE7. FJC Oar 11N1807 ReNbs WHIFF OFGLASS RECIPES, NOTE 1. Revd OF FJC Owe 1x719®7 Rota= NO CHANGE TIN SHEE7 Cara F./G Daft W18/04 JJ. rile 41/6DH 1070 TE7i0YOLOOYDRNE NORgA.q FL 34276 P.O. BOX 1579 NOXOMIS. FL 34274 PIG". vtstbb Berra GENERAL NOTES AND MAP Tae ALUM. SLIDING GLASS DOOR, IMPACT Zoldstlialst 500737 NTS 1 s 19 4406 -1 3//(/r,' Lucas A. Timter, P.E. PE 6E3201 MachsNOal EXTERIOR 7/16" NOM. 3/16" ANNEALED GLASS .090 SGP INTERLAYER 3/16' HEAT STR'D. GLASS .591 NOM. GLASS BITE 7/16" LAMI GLASS (SGP), GLAZING TYPE A EXTERIOR 7/16" NOM. 3/16' HEAT STRD. GLASS .090 SGP INTERLAYER 3/16' HEAT STR'D. GLASS .591 NOM. GLASS BITE 7/16" LAMI GLASS (SGP), GLAZING TYPE B EXTERIOR 7/16" NOM. 3/16° ANNEALED GLASS .090 PVB INTERLAYER (NOTE) 3/16' HEAT STRD. GLASS .591 NOM. GLASS BITE EXTERIOR 1 1/16' NOM. 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED GLASS .090 PVB INTERLAYER ( NOTE) 3/16" HEAT STRD. GLASS .591 NOM. GLASS BITE 1 1/16" LAMI I.G. GLASS (PVB) GLAZING TYPE E NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. EXTERIOR 7/16° NOM. 3/16' HEAT STR'D. GLASS .090 PVB INTERLAYER (NOTE) 3/16" HEAT STR'D. GLASS .591 NOM. GLASS BITE 7/16" LAMI GLASS (PVB), GLAZING TYPE D 7/16" LAMI GLASS (PVB), GLAZING TYPE C Row er FJC Oxfsc 0'11/07 t 0 'ARA7ED GLAZING DETAILS AND AOO® GLASS TYPEOE82i4AT01 Otte PJC Revisiting NO CHANCE Ti08S1EET Rend Ely FJ( Draw Mc FJC Clets Das 6f18/O4 Reekkos Checked etc J1 NO CHANGE Tt08M MET Aft 4715421 1070 TEG NCLOOYDRIVE NOKOMIS FL 34276 P.O. BOX 1528 NOKOMIS, a 34274 1 1/16" NOM. EXTERIOR 17.17111 0 3/16' TEMPERED GLASS AIR SPACE 3/16' HEAT STR'D. GLASS .090 PVB INTERLAYER (NOTE) 3/16" HEAT STR'D. GLASS .591 NOM. GLASS BITE 1 1/16" LAMI I.G. GLASS (PVB) GLAZING TYPE F EXTERIOR 9/16' NOM. 1/4" HEAT STR'D. GLASS .090 SGP INTERLAYER 1/4" HEAT STRD. GLASS PRODUCTREM/SID aMPlyins Btuld�s `1ith amnia Irmo "G _�l�/ /•oc ion Oran V� BY Miami Dade .."4" Division Cuaaol PRODUCT RENEWED es complying ails the Sunda DU:IdiaS Code Accvpteacc No .591 NOM. KUM Pmdxc¢Coal. GLASS BITE Division ZO(.11. 9/16" LAMI GLASS (SGP), GLAZING TYPE G 3/rl/JS PG" Vtrlbly Baemr GLAZING DETAILS t- ALUM. SLIDING GLASS DOOR, IMPACT erfailmIst Saes FULL 2 s 19 ameba ■In 4406.1 Rya Lucas A Turner, P.E. PE 058201 Mechanical 90° CORNER AND STRAIGHT DOORS WITH EXTENDED SILL, 31/2" HIGH (REINFORCEMENT REQUIRED) A. FTL -4159, FTL -4161: 7/16 LAMI (3/16A EXT. +.090 SGP +3 /16HS INT.) SEE REINFORCEMENT DETAILS ON SHEETS 9 & 10 B. FTL -4163, FTL -4161: 7/16 LAMI (3/16HS EXT. +.090 SGP +3 /16HS INT.) G. FTL -4163: 9/16 LAMI (1 /4HS EXT. +.090 SGP +1 /4HS INT.) NOM. PANEL WIDTH 24" (2 °) 30" (28) 36" (3°) 42" (36) 48" (4 ") TABLE 1. w 8/a C9 80" (68) DOOR HEIGHT A,B,G +70.0 84" (7°) 90„ (76) -70.0 +70.0 -70.0 +70.0 96" (8°) 102" (86) 108' (9°) 114" (96) 120" (10 °) -70.0 +70.0 -70.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 A,B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 A,B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 A +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +69.5 -69.5 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +57.9 -57.9 B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 54" (48) 60" (5 °) A B, G A B,G A +70.0 -70.0 +70.0 -70.0 +68.0 -68.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +68.5 -68.5 +62.9 -62.9 +62.5 -62.5 +70.0 1 -70.0 +57.5 -57.5 +58.0 -58.0 +54.4 -54.4 +51.7 -51.7 +49.9 -49.9 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +66.2 -66.2 +62.8 -62.8 +58.8 -58.8 +53.9 -53.9 B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 NOT AVAILABLE 90° CORNER AND STRAIGHT DOORS WITH EXTENDED SILL, 31/2" H GH TABLE 2. (REINFORCEMENT NOT REQUIRED AT STRAIGHT INTERLOCKS & ASTRAGALS) C. FTL -4171: 7/16 LAMI (3/16A EXT. +.090 PVB +3 /16HS INT.) D. FTL -4171: 7/16 LAMI (3/16HS EXT. +.090 PVB +3 /16HS INT.) E. FTL -4162: 1 1/16 LAMI I.G., 3/16T CAP +7/16 AIR SPACE +7 /16 LAMI (3/16A EXT.+,090 PVB +3 /16HS INT.) F. FTL -4162: 1 1/16 LAMI I.G., 3/16T CAP +7 /16 AIR SPACE +7 /16 LAMI (3/16HS EXT. +.090 PVB +3 /16HS INT.) NOM. PANEL WIDTH co w ga 80" (68) DOOR HEIGHT 84" (7°) 9I (Te) 96" (8°) 24" (2°) C,D, E,F +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 30" (28) C,D, E,F +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 ° C,D, 36" (3) E,F +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 42" (38) C,E +80.0 -80.0 +78.7 -78.7 +74.7 -74.7 +69.5 -69.5 D,F +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 48" (4 °) C,E D,F +76.8 -76.8 +73.2 -73.2 +68.0 -88.0 +62.5 -62.5 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 SEE NOTE 1 SILL HEIGHT POS. DESIGN PRESS. 3.500" +80 PSF 2.713" +40 PSF 2.437" +40 PSF 90° CORNERS REQUIRE REINFORCEMENT IN CORNER BASE STILES REGARDLESS OF THE DP TABLE USED. OH HEIGHT L r. OH LENGTH I OVERHANG OH LENGTH OH HEIGHT rc EQUAL TO 1 OR GREATER SEE NOTE 1 NOTES: 1. FOR DOORS WITH 2.436° OR 2.7 3° SILL HEIGHTS: POSITIVE DESIGN PRESSURE IS LIMITED TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHANGED. SEE VERTICAL SECTIONS, SHEETS 6 THROUGH 8. POSITIVE DES GN PRESSURES SHOWN IN TABLES AND 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE DIAGRAM ABOVE); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 2. SEE SHEETS 9 THROUGH 11 FOR ASTRAGAL, CORNER ASTRAGAL AND INTERLOCK REINFORCEMENT DETAILS REFERRED TO IN TABLES 1 AND 2 ABOVE. PRODUCT RE VIVO es complying tvilh the Florida Building Code Acceptanw N "o7- 1,511•0e Exp' ou Date w�yi/t74/ By inl D.a . Elva 1.- Miami Product control Division PRODL::'r ate kicompiv.at, tin Me Farah. Buildir„; Code Aecopinnca t o Date .IIf I ::,,, Dario Product Division Rm4BF FJC FX RmeeF FIG Dawnex FIG 019s 991/07 nortdane O COMBINE TABCE3 YYRN TABLE 1. ADD RffiffORCA@JTAPPLICABILITY NOTE 70ALL TABLE& REWSE NOTES AN97ADD OVERHANG DETAIL 108/807 Rtralorre CLARIFY TAME 1 DOOR 82ES AND EXTIIM. OF ALL G2A53RECd'EB. ADD NOTE 1 SQL M. TAB<E, EXPAND 2 NOTE ANOADD NOTE 3. Oder 12113/07 R.MVs Drkr 6/18/04 obomex .Lc REVISEDPTAWLER2RMAT(NO PRE '>4 EQNNGES) tree 4/1855 1070 TECHNOLOGY DRIVE 11O10Otd15, FL 34275 P.0.1999 1529 NONOb4K Fl. 34274 FAG" Visibly Batter DESIGN PRESSURES tan ALUM. SLIDING GLASS DOOR, IMPACT 3 d 19 4406-1 1 I Lucas A. Tamer, P.E. PE 858201 Mechanical CONFIGURATION PANELS TRACKS AVAILABLE IN 900 CORNER 0 1 2 XporpX 1 2 00 2 OX or XO BY -PASS 2 2 pxxp 2 2 NA XXBY -PASS 2 2 p)0(or )00 2 2 XOX BY -PASS 3 2 000 3 2 0X0 BY -PASS 3 2 NA p)(0 or 0X00 3 2 OXX or XI(0 BY -PASS 3 2 OOXorXOO BY -PASS 3 3 0)0Xor)0(0 BY -PASS 3 3 )00( BY-PASS 3 p)(0(or )001p 3 3 ✓ OX( or)0(0 BY -PASS 3 0000 4 2 0= BY -PASS 4 2 NA 0)00(0 or p)00(0 4 2 p)0XXX or )0000 BY -PASS 4 2 XXXX BY -PASS 4 2 pip 4 2 000Xor)4000 BY -PASS 4 4 OM%or )0100 BY -PASS 4 4 0)00XorX000 BY -PASS 4 )000( BY -PASS 4 p)000(or)O00(p 4 4 )0000(BY -PASS 5 3 NA p)000000 6 3 NA X00010( BY -PASS 8 3 000000000 8 4 NA )X100000( 8 4 NA TABLE 3. (LOWER CASE p REPRESENTS POCKET) NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHTS. 8-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11. 2. FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 5. THESE CAN BE MIXED AND MATCHED FOR 90° CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4). 3. FOR ANCHORAGE DETAILS SEE SHEETS 15-19. 4. MAX. HEIGHT FOR DOORS WITH UP TO 4 FT. (481 NOM. WIDTH PANELS IS 10 FT. (1201. MAX. HEIGHT FOR DOORS WITH UP TO 5 FT. (60) NOM. WIDTH PANELS IS 8 FT. (961. SEE TABLE 3 ABOVE.. 5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (1201 DOORS IS 112 3/4" MAX. AND FOR 8 FT. HIGH (96") DOORS IS 88 3/4° MAX. (MAX DLO HEIGHT = DOOR HEIGHT - 7114') 6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60 ") WIDE PANELS IS 55 7116° MAX AND FOR 4 FT. (481 WIDE PANELS IS 43 7/16° MAX. (MAX DLO WIDTH = NOM. PANEL WIDTH - 4 9/161 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAD AND SILL OF ALL FIXED PANEL INTERLOCKS, SEE SHEET 10 FOR DETAIL VIEW. POCKET Dr E lD IE -r 391/4° TYP. MAX. HORIZ DLO TYP., SEE NOTE pXORXp 12° 12° MAX. HORIZ. DLO TYP., SEE NOTE XO OR OX POCKET MAX. HORIZ DLO TYP., SEE NOTE 6 9- MAX. TYP., XXp ORpXX FIXED PANEL CLIP (ITEM 18) LOCATIONS, TYP. ON ALL DLO HEIGHT = DOOR HEIGHT - 7114° DLO WIDTH = NOM. PANEL WIDTH - 4 9/16" M OXO 'OCKET DLO, SEE NOTE ] a B� � IF Fif ir �H DLO, SEE NOTE 1 MAX SE 5 NOT i Ili l -IORIZ DLO !== t.inTC a CFO MAT= OXO 'OCKET ] a B� - b Hr Ar 1H II AX. HORIZ. t0 CCC IJnTC DLO a pXXXO OR OXXXp EXAMPLE OX -XO 90° OUTSIDE CORNER 6 HT. E E4 PRODUCT REVISED as complying with the I. londs Building Code Acceptance No0 m0..t ,0 E pitution Date_ _ygif0, �Miiami Dade t °' Division PRO� CR k SS complying with lands Ac Division If 24,4f- FA °.e 911817 ADD 90oEORE17713 COMER LABEL& ADO ECA1PLE CORNER OZVA7Idd COIONNE NOW 8& 9IMSNOTE2. HosseniT FJL AMaelp FJC Das NV16o7 Osis &dlbn H r ADO WA OLOFORMULA TO NOTES 5 AND a NO CHANOER09&KET Cmee% FJC nos 5/18104 rae..san Dar 411458 1070 TECHNOLOGYORIVE WHOM A. P.O. E¢X 1079 NOK01495 FL 34274 Pic" Virlbly � EXAMPLE ELEVATIONS & CONFIGURATION DIMENSIONS ALUM. SLIDING GLASS DOOR, IMPACT son lama NTS 4 • 19 m+ola 4406 -1 nos 1 3/444y Lucas A. Turner, P.E. PE 430201 Mechanical D OPERABLE INTERLOCK LM INTERLOCK INTERIOR KKS11 •' �� W/MALE ADD-ON G OPERABLE LOCKSnLE DOUBLE INTERLOCK LM ASTRAGAL BASE W/MALE ADD-ON R H. INTERLOCK iI �,,3 Vii. .� GR INTERLOCK DOUBLE OPERABLE LOCKSTILE FIXED LOCKSTtLE R.H. INTERLOCK - Y LOCKS FOffD DOUBLE INTERLOCK PR Lw INTERLOCK FD�D LOCKSTLE (ALL CONFIGURATIONS) EXTERIOR TLE YR INTERLOCK LOCKSTILE I INTERLOCK INTERLOCK DOUBLE iu 04 DL.•I SD INT DOUBLE INTERLOCK J LOCKSTILE ASTRAGAL BASE BLOCK [1..J DS INTERLOCK DOUBLE INTERLOCK U ASTRAGAL BASE W/FEMALE ADD-ON OPERABLE LOCKSnLE I• W INTERLOCK P SI W/FEMALE ADD-ON T W/FEMALE ADD-ON —GU PRODUCT REVISED Bsildin complying Florida Code Building Code Q` Accgi�ceNop7— OS'/ /• WM DOUBLE INTERLOCK � ASTRAGAL BASE W/MALE ADD-ON DC DOUBLE INTERLOCK CORNER RACERNER W/OUTSIDE CORNER RECEIVER STILE r!; Expiration D 1cc C/MV / // 7.W i DB WR ASTRAGAL WIMALE ADD-ON DOUBLE INTERLOCK CD CORNER BASE W DE CORNER RECEIVER STILE BASE DOUBLE INTERLOCK Miami I1Product�Como, Division STILE R LacKSTDILE INTERLOCK DA DO INTERLOCK CORNER BASE STILE WIINSIDE CORNER RECEIVER STILE Lin ELI 'AOi` :CI' :�.hJ GFD — ',Ott. Florida S FIXED LOCKSTILE ASTRAGAL BASE W/FEMALE ADD-ON AD CORNER BASE WANSIDE CORNER RECEIVER STILE STILE DOUBLE • . . INTERLOCK K INTERLOCK L H OPERABLE LOCKSTILE DQ �L DOUBLE INTERLOCK CORNER BASE STILE W /CORNER LOCK STILE a:t ✓.:..p.)' D'i:"'':' :b7o iy' +fi -. 06 Arspsc:: 5a •.: +,. De& .._ ' U/ L INTERLOCK ASTRAGAL BASE W/FEMALE ADD-ON QD CORNER BASE W /CORNER LOCI( SOLE STILE DOUBLE A41ar1i r "" •• . , ", . Divk as L.H. tl hl u••�+ .I■ INTERLOCK FC LOCKSTILE CORNER BASE STILE w /OTC ivs CORNER AC LOCKSTILE CORNER BASE STILE WR CEI�VECORNER / O�`�/� Gp' 3,'/ ! /�'JJ Lucas A. Turner. P.E. PE #58201 MechankBl L.� CF CORNER BASE W OUTSIDE ce1VR STILE FIXED LE CA CORNER BASE WR DICE VERB STILE STILE LO Loc .E Wad OH F.K b.* wmV7 R•16k115 0 HO CHANGE THIS SHEET 'TECHNOLOGY DRIVE FL S+M76 FL 34274 I -r- oweeHire PANEL TYPES 3,1 FX t� /0H807 1818888. H NO CHANCE 71039Hff7 1070 NOK P.O. BD)11620 N0770600 Rio ALUM. SLIDING GLASS DOOR, IMPACT Rawl By: FR Dare 1173107 finikne T NO CHANGE THE SHEET ennBF FA 344a 6118/04 a da43A J.L B66c 4nso3 I Visibly Better arabae Bat. Huse I 071818 Rae sm73o NTS 6 a 19 1 4406 -1 I NOTE: REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. TYP. VERTICAL SECTION SHOWING ONE ACTIVE PANEL AND ONE FIXED PANEL OPTIONAL AVAILABLE ALL ORIGINAL 2 -TRACK CONFIGURATIONS EXTERIOR INTERIOR E> (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING TWO ACTIVE PANELS ASTRAGAL SIDE RAIL PRODUCT REVISED as complying with the FTmids Bsi.dctg Code LLQG B ,---Product Control� PRODUCT RFMFSVED ca,,:!yi. , with the Florida Ba::1u C.xia AcccOne:e [da 'Mimi Dads, Prudent Omani Division 69. FJC tHtx W11017 Roirkre 0 REDREW RENOSal EXTFADERPOS. PRESSURE Ras I SA FJC Dale 1011&07 Regains ADD SELL HE TABLE AND P03HIVE DP REFERENCE to NOTE (LwdeX been litr FJC FJC 12/1397 Deor 1'1&/04 I Qmzertge JL NO CISME 1i09&IEET Owe 4111705 1070 TECHNOLOGY DRIVE NOKOMIS, FL 54275 P.O. BOX 1570 =CONE ft 51274 PST VERTICAL SECTIONS, ORIGINAL 2 TRACK ALUM. SLIDING GLASS DOOR, IMPACT 000730 I Shod dewyna Rs 6 s 19 I 4406 -1 I I Lucas A. Turner, P.E. PE 088201 Mechanical a ASTRAGAL SIDE RAIL ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. EXTERIOR 2.713° SEE NOTE ABOVE ALTERNATE 2 TRACK FRAME WITH SCREEN RAIL EXTERIOR INTERIOR (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING TWO ACTIVE PANELS W/ SCREEN TYP. VERTICAL SECTION SHOWING ONE ACTIVE PANEL AND ONE FIXED PANEL W/ SCREEN ASTRAGAL SIDE RAIL SEE NOTE ABOVE p 'o F, P^cCmoiPvCw tn Rm9th � u e Flon(- -Eaa Building G Acc ..DN PRODUCT RENEWED es complying with lho Florida Boildiv8 Code Accepts= No &Windom Data Division FJc 9111107 0 EXPAND NOT E ANDSILL E7AFNDE7NOTATIONS. Read Br FJC Urfa 16M1407 lamaac ADD 991 HT. TABLEANO POSIRVEDPREFERENCE TO NOTE Avow* FJC 197307 Haldane NO ONANOE THIS SHEET Dare Et, FIC W18104 arataa eF .LL 04x �4018119 1070 TEQOVOLOOYDRIVE NOKOMIS, FL 94270 P.O. KO( 1529 NONOMI$ FL 34274 FIG" 1'% bly Berm,' VERTICAL SECTIONS, 2 TRACK iaa ALUM. SLIDING GLASS DOOR IMPACT Sabetkdoe 790 1/2 7 d 19 w.rv/e 4406 -1 wa I 344' Lucas A. Tom , P.E. PE 058201 Mechanical OPTIONAL ON 3 OR 4 TRACK FRAME S17, S20 or S23 ASTRAGAL SIDE RAIL 0 NOTE: ITEM 81 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. EXTERIOR 0 l� l L -. 2.713" SEE NOTE ABOVE GJ EXTERIOR INTERIOR C > (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING TYP. VERTICAL SECTION SHOWING THREE ACTIVE PANELS W/O SCREENS FOUR ACTIVE PANELS W/ SCREEN TRACK C16,S19orS4 OPTIONAL ON 3 OR 4 TRACK FRAME hI' 3.500° 0 Q SEE NOTE ABOVE ASTRAGAL SIDE RAIL PRODUCT REVISED . as coung gwith Om Florida AcccPtg Expiretcan Da[c Z„00 BY is K� TAmtm Division PRODUCT RENEWED as complying with the Florida Buildilg Cada Ar ta.= Na Expiration Dace sink HY No Division 4 ` 429= --!11, Product Conant Neal Br FJC OHN 67607 a E70AND NOTE AND sac E 115512 ONOTATiON3. FJC Dew 101&07 Rsaskas ODD SILL M. TABLE AND POSHIVE°PNEFEREN 70 NOM Reas1B9 FJC sex FJC Alts 12/1507 619ro4 Rzokias Cesaa/BP .Lc NO CHANGE THIS SHEET MN I411605 1070 TECf1YOLOOYOHNE NOKOMI13, FL 34275 P.O. BOX 1619 NOKOMIS, FL 34274 PGT VERTICAL SECTIONS, 3 & 4 TRACK ALUM. SLIDING GLASS DOOR, IMPACT Visibly Bauer skiseszte 9420750 L2 8 a 19 traroMn 4406: -1 Vtvar LuCO8 A Turner, P.E. PE 068201 Mechanical 3, 58, 59, 60or6 -7 m TOP AND (i) • PANELS LOCATED AT VERTICAL CENTER, 12° FROM TO BOTTOM OF FIXED P (3) REQD 8, 66, 67, 68or71 ITEM 68 SHOWN 0 O S18,S21" or S24 ITEM S24 SHOWN SECT. A-A FIXED STILE AT JAMB (OUTSIDE) 23 37 INTERLOCK REINFORCEMENTS REQD W/ USE OF TABLE 1, SHEET 3 '•a iJ.2111111111117. �' EXISTING STRUCTURE • .jam � fiD SECT. B-B DOUBLE & SINGLE INTERLOCK • 1 ,jpooaa�u 3, 58, 59, 60 or 69 01 0 r ram SECT. C -C MOVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN) SECT. D -D MOVABLE INTERLOCK AT P -HOOK ITEM 68 SHOWN 8, 66, 67 68 or 711 ITEM 824 SHOWN C18,S21 or S24/ ASTRAGAL REINFORCEMENTS REQD W/ USE OF TABLE 1, SHEET 3 SECT. E -E MOVABLE STILE AT JAMB (INSIDE) INTERIOR (ALL SECTIONS) EXTERIOR J7 PRODUCT REVISED as complying with the Florida Building Code Acaeptence NorT7 —1 Expimuon Datc,yg y.,200 By l SLa4 Miami Dad uct Control Diriaion PRODUCT P.Tin!EWE•D ns c:.ra -!y;rg wia, the Florida B4ia,.21=1k.'4 �ZQ�fc- 77ov/G lI oi4 Mtmd( pnixiuu FJC &'11A0 Rend Bp title FJC 1011807 FJC 17HS97 Wm. Oche F C 6118/04 Rotifers 0 NO CHANGE T116 SHEET CAWiYOF TAME REFERENCE FO R SECTFOArS0-0 AND GC sex .14 NO CHANGE T1rIS sh�T apesx fma MONOLOG DRIVE Pct om.== 3, 58, 59,E 60 69 0 ASTRAGAL REINFORCEMENTS REQD W/ USE OF TABLE 1, SHEET 3 SECT. F -F MOVABLE TO FIXED ASTRAGAL (INSIDE) LOCATED AT VERTICAL CENTER, 12° FROM TOP AND BOTTOM OF FIXED PANELS (3) REQD INTERLOCK REINFORCEMENTS REQD W/ USE OF TABLE 1, SHEET 3 58, 591_ `60or6 j INTERLOCK REINFORCEMENTS REQD W/ USE OF TABLE 1, SHEET 3 FIXED - FIXED CONFIGURATION DOUBLE & SINGLE INTERLOCK (NOT SHOWN IN SHEET 4 ELEVATIONS) ITEM 68 SHOWN 8, 66, 67, 68or71 ITEM 88 SHOWN t 66,67 68or71 ITEM S24 SHO SECT. G -G FIXED STILE AT JAMB (INSIDE) Road Br FK 9/11/07 Noddres D NO CHANGE THIS SHEET SECT. H -H DOUBLE & SINGLE INTERLOCK (OX) Reeder. F.K R :deg FX Dsle tW16V7 Solaces C1ARffYOP TAME REFERENCE FOR SECTIONS FF, HN5 FASOMENLO= D.* 12/M7 REKIONIC NO CHANGE MIS SHEET Gamer FJC Doke 6118/04 Checked el: .I.L Dee 4,181$ 1070 TEC1NOLOOYDRIVE NOKOMIS FL 94175 P.O. BOX 1679 110KOML9, FL 34274 PGT Visib4 Better 3, 58, 59, 60 or 69 INTERIOR (ALL SECTIONS) EXTERIOR ;;;;N: EV15ED with the Pimidn 6 6g o dJ�Oelf• Expiratmn Daze II�11 /Ot`t51�J -7� By (c 1•l4AU,� Mimm COMOt Divimon . 41.0b ark -A ►t1 Zo tc}• ITEM 824 SHOWN C18,S21 or S24 SECT. I -1 MOVABLE STILE AT JAMB (OUTSIDE) HORIZONTAL SECTIONS CONTINUED Tax ALUM. SLIDING GLASS DOOR, IMPACT arkemoss SOD730 Saw 1/2 �• 1013.0.. 10 of 19 4406-1 I Lunen A. Tuner. P.E. PE 068201 MeehaNMI 3, 58, 60 or 69 INTERIOR REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHEET 3 iiIJiJm mIOQ !IC A1111111 .125 .090 80 - PANEL CORNER BASE STILE MAIL: 6063 -T6 DWG# 4433 REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHT. 3 INTERIOR 1.700 EXTRUSION SCALE: 1/4 j Imo-- 1499 .039 u 81 - PANEL CORNER RECEIVER STILE MAIL: 6083 -T8 DWG# 4433 REINF. REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHEET 3 SECTION SCALE: 1/2 REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHEET 3 DETAIL J - TYPICAL INSIDE 90° CORNER SECTION EXTERIOR .125 I 2.502 1.700 82 - PANEL CORNER LOCK STILE NAT'L: 6083•T6 DWG# 4433 3, 58, 59, 60 or 69 DETAIL K - TYPICAL OUTSIDE 90° CORNER SECTION PRODUCT REVISED the Florida as wonowing with Buiutog Cock Accetn— N°/ %b 111-1-14-1=1'— DnmtYso BY bli,wti D°t INTERIOR SEE DETAIL J ABOVE SILL WIDTH EXTERIOR EXAMPLE INSIDE 90° CORNER PLAN (4) PANEL BY (4) PANEL DOOR (BY -PASS TO BY -PASS SHOWN) 2 TRACK = 4.222' 3 TRACK =8.130' 4 TRACK = 8.038' SEE DETAIL K ABOVE EXTERIOR EXAMPLE OUTSIDE 90° CORNER PLAN (4) PANEL BY (4) PANEL DOOR (BY -PASS TO POCKET SHOWN) INTERIOR PLAN SCALE: NONE ,tOOUCT rsNEt4En ya campink, wi;a dw Florida Suildin0 0330 AccePtcncc A!° G' �p 40 Dem FX Ammar O COMO= CORNERPARI8?AfNU10360 & 1MLEREDFORCEMENT 121/307 81&04 NMYa N AwYta I ADD SO• COMER REINFORCEMENT NOM NOCHANGE71B9 SHEET Csweer Ja °.IC 4111003 1070 TECHNOLOGY DRIVE N 10. 34276 NOKOIXS, FL 31774 PG" VZW* Betmr CORNER DOOR, SECTIONS AND EXTRUSIONS ALUM SLIDING GLASS DOOR, IMPACT r a k e a d s ear m.e N../°.s — 8Ci0736 11/2 11 a 19 I 44084 I I 34(48.i Luce° A Turner, P.E PE 08201 Mechanical ITEM DWG# PGT # DESCRIPTION ITEM DWG# PGT # I DESCRIPTION 1 4302 612245 ORIGINAL FRAME, HEAD 41 D 7/16 LAMINATED GLASS - 3/16HS EXT. +.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER+3/18HS INT. 2 4388 7P4386 SILUHEAD WEATHER STRIPPING PAD E 1 1/16 LAMI I.G. GLASS, 3/16 TEMP - 7/16 AIR SPACE - 3/16A EXT. +,090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER +3 /16HS INT. 3 4303 64303 ORIGINAL FRAME, SILL 42 4 4361 84361 ORIGINAL FRAME, 3.500 SILL ADD ON 5 4314 612254 ADAPTER, FIXED PANEL 6 4315 64315 THRESHOLD COVER 43 F 1 1/16 LAMI I.G. GLASS, 3/16 TEMP - 7/18 AIR SPACE - 3/16HS EXT. +.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER +3 /16HS INT. 7 4385 71164 HEAVY DUTY 4 HOLE BUMP STOP 8 4304 612247 ORIGINAL FRAME, JAMB 9 1155 -1 761PQA #8 X 1° LG. S. SIL. QUAD /PHIL PAN HEAD 44 DOW CORNING 899, 995 GLAZING SILICONE OR EQUIV. 10 4308 612249 PANEL SIDE RAIL 48 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 11 4383 64383 DOUBLE INTERLOCK 47 1225 6TP248 VINYL BULB WEATHERSTRIP (THIN) 12 4399 64399 INTERLOCK 49 4324 6534601 7/16" LAMI GLAZING BEAD 13 4398 64398 ASTRAGAL BASE 51 4395 64395 1 1/16" LAMI I.G. GLAZING BEAD 14 4380 64380 FEMALE ADD-ON 52 1267 71267N SETTING BLOCKS 1" X 1/2" X 1/8" THICK 15 4381 64381 MALE ADD-ON 53 749 7BRKTM25 REINFORCEMENT SPRING CLIP 16 4305A 64305 TOP & BOTTOM RAIL 54 4356 74356A FDO D PANEL ANGLE BRACKET 17 4403A 64403A P-HOOK FOR POCKET DOORS 55 A 7/16 LAMINATED GLASS - 3/16A EXT. +.090 DUPONT SENTRYGLAS PLUS INTERLAYER+3 IBHS INT. 18 4382 64362 FIXED PANEL CLIP 19 1235 675160 WSTP .170 X .270 BACK, FIN SEAL 56 G 9/16 LAMINATED GLASS - 1/4HS EXT. +.090 DUPONT SENTRYGLAS PLUS INTERLAYER +1 /4HS INT. 20 4393 67393G WSTP .400 X.270 BACK, FIN SEAL 21 720X112X 1/4-20 X 1.50 PH. PAN HEAD S. STL. TYPE F 57 4375 84375 9/16" LAMI GLAZING BEAD 22 71420X114SHCSF 1/4-20 X 1.25 LG. SHCS S. STL. 58 4407 64407 FRAME, 4 TRACK SILL 23 71032X1FPFX #10-32 X 1° LG. PHILLIPS FLAT HEAD 18-8 S. STL. RECESS ADAPTER MOUNTING SCREW & HANDLES 59 4408 64408 FRAME, 3 TRACK SILL PRODUCT REVISED as comptymg with the Flodde SWAP* CPdd a� „cll •a( onnme 4,tgoe42,007 conuo nt.;sm 60 4409 64409 FRAME, 2 TRACK SILL 24 70834X #8 X3/4" LG. PHILLIPS PAN HEAD 18-8 S. STL. KEEPER MOUNTING SCREW 61 4410 64410 FRAME, 2.713 STANDARD SILL ADAPTER 62 4411 64411 FRAME, 3.500 SILL ADAPTER 25 78X38PPT #8 X 3/8 LONG PHILLIPS PAN HEAD TEK 63 4412 64412 FRAME, 4 TRACK HEAD 26 71032INSERT 10-32 ALUMIN THREADED INSERT 64 4413 64413 FRAME, 3 TRACK HEAD 27 4357 64357M ALUM. REINFORCEMENT .500 X 1.500 65 4414 64414 FRAME, 2 TRACK HEAD 28 4388 MOVING/FIXED INTERLOCK END PLUG 68 4415 64415 FRAME, 4 TRACK JAMB 29 4387 44387 ASTRAGAL BASE END PLUG 67 4416 64416 FRAME, 3 TRACK JAMB 30 4389 44389N LOCKSTI-E END PLUG 68 4417 64417 FRAME, 2 TRACK JAMB 31 4392 7)00(1MD(BSW) TOP RIGHT STICKER COVER 69 4442 64442 FRAME, 2 TRACK SILL W/ SCREEN RAIL 32 4392 7X70%4MD(BSW) BOTTOM RIGHT STICKER COVER 70 4441 84441 FRAME, 2 TRACK HEAD W/ SCREEN RAIL 33 4392 7)000MD(BSW) TOP LEFT STICKER COVER 71 4443 64443 FRAME, 2 TRACK JAMB WI SCREEN RAIL 34 4392 7X0QMD(BSW) BOTTOM LEFT STICKER COVER 80 4433 64433 PANEL CORNER, BASE STILE PRODUCT RENEWED as �awith tin °"� Building Accop . -e> 35 1049 71049 TANDEM ROLLER 81 4434 64434 PANEL CORNER, RECEIVER STILE (FEMALE) 38 1638 72048 W,K,S 3/4° HOLE PLUG 82 4435 64435 PANEL CORNER, LOCK STILE (MALE) 37 7SGD4050 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8-32 X 1 3/4° COLOR MATCHED HANDLE BASE SCREWS S1 4317 612256 SCREEN, TOP RAIL S4 4318 612257 SCREEN, BOTTOM RAIL S7 4319 612258 SCREEN, SIDE RAIL 811 4320 812259 SCREEN, MEETING RAIL 38 7SGD2889 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #832 X 1 3/4" COLOR MATCHED HANDLE BASE SCREWS (1) MORTISE LOCK LATCH & KEEPER (1) STAINLESS MORTICE LOCK (1) ZINC DICHROMATE RECESS ADAPTER S13 4428 64428 SCREEN, DOUBLE INTERLOCK ' -. • `{ ' gy S14 4344 64344 SCREEN, ASTRAGAL Miami Dade Product Cannot S15 4384 64384 SCREEN, ASTRAGAL ADAPTER S16 4418 64418 SCREEN, 3 TRACK SILL Dh a on S17 4419 64419 SCREEN, 3 TRACK HEAD S18 4420 64420 SCREEN, 3 TRACK JAMB —/.- " ,;7-....-- 3 41/4( 3 Lucas a Timer. P.e oc i S19 4421 64421 SCREEN, 2 TRACK SILL S20 4422 84422 SCREEN, 2 TRACK HEAD 39 B 7/16 LAMINATED GLASS - 3/1611S EXT. +.090 DUPONT SENTRYGLAS PLUS INTERLAYER+3/16HS INT. 821 4423 64423 SCREEN, 2 TRACK JAMB S22 4424 84424 SCREEN, 1 TRACK SILL 40 C 7/16 LAMINATED GLASS - 3/16A EXT. +,090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER+3116HS INT. S23 4425 64425 SCREEN, 1 TRACK HEAD 524 4428 64426 SCREEN, 1 TRACK JAMB Ras FJC oar 8111107 Rna� nin�at� /HEATSTREW:me ORDER rtatvw AND 91 ITEM A �— a.ov� PARTS LIST Mc FJC Road �'�' Rea CLARIFY �"'�` ` " 3' `� 41, `z AEA AND 58 1„0 TECHNOLOGY M a as8QX143e Nacat�. FL saa< ALUM. SLIDING GLASS DOOR, IMPACT Rawl � Rmle Vlsrb samso e� NTS 112 oe 19 mom,." 4408 -1 I " tee, RK Des BH84k1 mmeerNoGRuNGEn��T Oar I J.J. M64B 5.177 .078 1.619 1 - ORIGINAL FRAME HEAD MATL: 6063 -T5 DWG# 4302 5.357 1.235 -f .078 - 5.177 -I p 2.435 .078 3 - ORIGINAL FRAME SILL MAT'L: 6063 -T5 DWG# 4303 8 - ORIGINAL FRAME JAMB MAIL: 6063-T5 DWG# 4304 1.428 .188 14 - FEMALE ADD-ON MATL: 6063 -T5 DWG# 4380 .082 1.993 1.045 10 - PANEL SIDE RAIL MATL: 6083 -T5 DWG# 4306 .082 S4 - SCREEN BOTTOM RAIL (SCREEN FRAME) MAIL: 606345 DWG# 4318 15 - MALE ADD-ON MAT'L: 6083 -T5 DWG# 4381 1.993 1.045 S1 - SCREEN TOP RAIL (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4317 .082 190 L-- 3.5009�� 4 - ORIGINAL ADD ON SILL MAT'L: 6063 -T5 DWG# 4361 .109 WALLS VARY FROM .060 TO.250 .421 5 - ADAPTER, FIXED PANEL MATL: 6083 -T5 DWG# 4314 11- DOUBLE INTERLOCK MAUL: 6063HS-T6 DWG# 4383 1.500 -El .062 2 591 -- 1 1.870 18 - FIXED PANEL CLIP 16 - TOP & BOTT. RAIL MAIL: 6063-T5 MATL: 6083 45 DWG# 4362 DWG# 4305A 1.874 WALLS VARY FROM .080 } TO .125 nLll 1.935 In .800 080A 7 1.019 ►j 1 1.872 1.019 082 S11 - SCREEN MEETING RAIL (SCREEN FRAME) 1.872 MAT'L: 6063-T5 DWG# 4320 .062 J S7 - SCREEN SIDE RAIL (SCREEN FRAME) MAUL: 6083 -T5 DWG# 4319 1.986 I 1.087' � " 1 2.875 a .082 .557 6 - THRESHOLD COVER MAT'L: 6083 -T5 DWG# 4315 1 2.961 WALLS VARY FROM .080 TO .126 12- INTERLOCK MAT'L: 8083HS -T8 DWG# 4399 .500 27 - ALUM. REINF. MAUL: 6005 -T5 DWG# 4357 .050 1 1.305 S14 - SCREEN ASTRAGAL MATL: 6083 -T5 DWG# 4344 1.872 -1 1.423 1- S13 - SCREEN DOUBLE INTERLOCK {SCREEN FRAME) MATL: 6063-T5 DWG# 4328 3.162 .063 2.272 L S15 - SCREEN ASTRAGAL ADAPTER MAT'L: 6063-T5 DWG# 4384 17 - P -HOOK MAT'L: 6063 -T6 DWG# 4403A 13 - ASTRAGAL BASE MATL: 6063 46 DWG# 4398 .125 PRODUCT REVISED es complying with the Florida Budding Code Acceptance No 07-0 5 - /l.Q4 Expiration Date 4,0z117.496 � Cia d; pa Division PRODUCT RENEE'ND�� with as complying Building Cone ACCOpt,Ma No ExpirefionDate Division Product Control Ik►il `2 4 FX Oft I HM7 Maim 0 ADD ITEMS) OVERALL LO ION. Rawl RP FX Hoax 1wN6D7 NO CHANGE HOSSFEET Fmad Px FX WWNSV7 Reerkwe NO CHANGE MS SHEET map F.FC new W1&64 Lf. How 41606 1070 TECHNOLOGY DRIVE NOKOASS FL 34275 P.O BQX Ma NOKOM IS FL 3 274 PST 12sfbly Beater EXTRUSIONS 1 ALUM. SLIDING GLASS DOOR, IMPACT SaMrde SO0730 NTS 3 s 19 IMMa� 4408 -1 Lucas A. Tumor. P.E. PE #68201 Mechanical 58 - 4 TRACK SILL MATT-: 6063 -T6 DWG# 4407 8.038 .078 ---If 63 - 4 TRACK HEAD MATL: 6063 -T6 DWG# 4412 r- -4.222 -.IA y� 1 1.235 68 - 2 TRACK JAMB MAIL: 6063 -T6 DWG# 4417 .078 ri 2.548 1.619 -0- .078 S21 - SCREEN 2 TRACK FRAME JAMB MAIL: 6063 -T6 DWG# 4423 .619 1 59 - 3 TRACK SILL MAIL: 6063 -T6 DWG# 4408 r-- Bep30'- at - .078 64 - 3 TRACK HEAD MATL: 6083 -T6 DWG# 4413 1.619 1 .078- 80 - 2 TRACK SILL MAIL: 6063 46 DWG# 4409 r- 4222 .078 -4.- 1.819 65 - 2 TRACK HEAD MAIL: 6083 -T6 DWG# 4414 3.810 LI1 Imo- 3.810-1 - .078 S16 - SCREEN 3 TRACK FRAME SILL MATL: 6063-T6 DWG# 4418 S22 - SCREEN 1 TRACK FRAME SILL MAIL: 6063 -T6 DWG# 4424 r--- 6.505 --� 9R , rto 1 Gi I 1 1.619 .078 70 - FRAME, 2 TRACK HEAD W/ SCRE N RAIL MATL: 6063 -T6 DWG# 4441 1.619 .078 -++� S17 - SCREEN 3 TRACK FRAME HEAD MATL: 6063 -T8 DWG# 4419 t11.283 1.619 .078 S23- SCREEN 1 TRACK FRAME HEAD MATL: 6063 46 DWG# 4425 Lr-- 3.8,9 0 1.6191 II F .078 S18 - SCREEN 3 TRACK FRAME JAMB MATL: 6063 -T6 DWG# 4420 .078 61 - STANDARD SILL RISER MAIL: 6063 -T8 DWG# 4410 8.038 .810 078 -j-�j 1.283 1.- J �M1 1.619 11 .078 524- SCREEN 1 TRACK FRAME JAMB MAIL: 8063 -T6 DWG# 4426 5.505 I I � 1.235 .078 -.4-.- L� 71 - FRAME, 2 TRACK JAMB W/ SCREE RAIL MAIL: 6083 46 DWG# 4443 .078 - - 66 - 4 TRACK JAMB MATL: 6063 -T6 DWG# 4415 2.546 S19- SCREEN 2 TRACK FRAME SILL MATL: 6063 -T6 DWG# 4421 1.6 .494 �-- 3.500 .078 62 - 3.50° SILL RISER MATL: 6083 -T6 DWG# 4411 -� �- 6.130 --.11 1.235 l ! gj 1.235 .078 -.4.- 67 - 3 TRACK JAMB MATL: 6083 -T6 DWG# 4418 2.546 .078 S20 - SCREEN 2 TRACK FRAME HEAD MAIL: 6063 -T6 DWG# 4422 27 - ALUM. REINF. MATL: 6005 -T5 1.500 DWG#4357 ,.._ 5.505 1 2.625 .078 89 - FRAME, 2 TRACK SILL W/ SCREEN RAIL MAT'L: 6063 -T6 DWG# 4442 PRODUCT I111V1S1.D as complying with the Ronda Building Cods Acceptance No 92 .-v - Estpiralion Date DNislm PRODUCTt .' �P /ED as c7v1 i :vi t:x Florida Enin Dc:a �f.Srl3 - a tamg add Product ConUOI Division 06 R. eo%4 m.eex F.K. 10,1807 Antkem X NO CHNIGE 17iI8 WEFT FA WNW ADD ITEM 271 L iT Rmd BR FA FJL Dan 81111104 u.trs NO CHANGE T10981EET rhac 4!1&95 1070 TECHNOLOGY DRIVE AoircM 18 F134275 P.0.139X 1520 N0M(Q88 FL 34274 PST v�11at� Bands EXTRUSIONS, FRAME ALUM. SLIDING GLASS DOOR, IMPACT a,e.eeat d° Rre SGD780 NTS 14 ✓ 19 44061 34(/07 UMW A. Tamar, P.0. PE 068201 ideahaNeel NOTES - HVHZ ANCHORAGE REQUIREMENTS: 1. APPROVED ANCHOR TYPES: 1, 1/4" ELCO TAPCON 2, 1/4" ELCO SS4 CRETE -FLEX 3, #12 STEEL SCREW (G5) SEE SHEET 17 THROUGH 19 FOR ANCHOR INSTALLATION DETAILS. 2. (2) ANCHORS REQUIRED AT EACH HEAD, SILL AND JAMB LOCATION. (1) ANCHOR REQUIRED AT EACH P -HOOK LOCATION. P-HOOK ANCHOR LOCATIONS TO BE STAGGERED 1" MIN. (BOTTOM ANCHOR TO BE 2° MIN. EDGE DISTANCE) AS SHOWN IN POCKET P -HOOK INSTALLATION DETAILS, SHEET 19. A3. MAX. 96" HIGH DOORS W/ PANELS UP TO 48" WIDE (TABLES 1 AND 2, SHEET 3) AND 120" HIGH DOORS W/ PANELS UP TO 48" WIDE (TABLE 1, SHEET 3). HEAD & SILL... 81/4" MAX. FROM FRAME CORNERS AND 16 3/8" MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 16. .64. MAX. 98" HIGH DOORS W/ PANELS UP TO 60" WIDE (TABLE 1, SHEET 3). HEAD & SILL.. 81/4" MAX. FROM FRAME CORNERS AND 22 13/16" MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 16. ,5. JAMBS AND P -HOOKS ANCHORAGE ALL DOORS. 8° MAX FROM BOTTOM AND 26" MAX. O.C. AT THE ANCHOR QUANTITIES FROM TABLE 3, SHEET 16. 6. "ANCHORS PER PANEL° ARE ANCHORS ON THE HEAD AND SILL BETWEEN CLUSTERS, OR BETWEEN A CLUSTER AND A FRAME JAMB / P -HOOK. _ASTRAGAL CL INTERLOCK CL`� MIN. TYP. j�l ' -1 112' MIN. TYP. 1 1/2° MIN. TYP. —+ 'A' DIM. -' 3" MIN. TYP. 'A' DIM. EXAMPLES OF HEAD AND SILL ANCHORAGE STRAIGHT AND 90° CORNER DOOR 81/4° MAX. 'A' DIM. MAX. O C. 'A' DIM. MAX O.C. 81/4 "MAX. 8 1/4" MAX. 'A' DIM. MAX. O.C. MAX 1 I l MAX . INTERIOR o b 'A' DIM. f 8 3/16" O.C. MAX. (2) 8 TYP. ANCHORS SEE g0° CORNERS PER LOC. DETAIL A (~ DETAIL A @ HEAD & SILL _ 3° MIN. 8 3/16° MAX. TYP. - MAX P-HOOK MAX O.C. O.C. PER i NOTE 5. DETAIL S& 'A' DIM. 'A' DIM. ! 'A' DIM. MAX y MAX -+— -+- MAX. O.C. O.C. O.C. EXAMPLE 1 FROM TABLE 3, SHT. 16 (C8+4)6 (8) ANCHOR CLUSTER PLUS (4) ANCHORS PER PANEL (SEE NOTE 6 & EXAMPLE ANCHOR PLAN ABOVE) DETAIL C INTERLOCK 3" MIN. INTERIOR — j 8 3/16" MAX. ib TYP o o ! 1 EXTERIOR 'A DIM. A' DIM. MAX O.C. 'A' DIM. MAX. O.C. MAX. O.C. EXAMPLE 2 FROM TABLE 3, SHT. 16 (C6 +2)6 (8) ANCHOR CLUSTER PLUS (2) ANCHORS PER PANEL (SEE NOTE 6) 81/4 "I ® SEE 6 SEE J MAX DETAIL B DETAIL C TYP. 8 1/4° MAX MAX JAMB O C. PER NOTE 5. 8" MAX TYP. HEAD AND SILL MAX. ANCHOR SPACING NOM. PANEL WIDTH 'A' DIM. <48" WIDE 163/8" >48' WIDE 2013/16" 8 114° a MAX. TYP. EXTERIOR vRODUCT 1'Ev1St uu rlonDatc iikoDodo L 2 -TRACK OUTSIDE 3 -TRACK INSIDE 4 -TRACK OUTSIDE CORNER W/ C8 CLUSTER CORNER W/ C6 CLUSTER CORNER W/ C8 CLUSTER EXAMPLE CORNER CLUSTERS B 'RODUCr t3ENEWED iS comca;:n„ wiU, tuS f F=!�4 turidS 9ui:cil::�co.a - 2 o O6 ESpirarian Lyle ��1r71 o(1 Mi ITirisicu Product Control F.K 98,01 Hp FJC bog 9'11/07 Healsions ,sue H COWER' MUMMER TOUVCLUDE90 CORNERAPPL5AA77ON R19I1SENOTEMA 4, a 51AMB &P.,OOKANCI1OR8PACMG Mir 15%9077 CLARIFY CORNER ASTRAGAL ANCHORAGE FIG FJC boo 121307 6/1804 Cloaked OF .W. ClARFY 01326VER =MRS RC= AND CHANGE NOM SS 44& olds 411509 1070 TECHNOLOGYDRA2 NO1099123, 8.34275 P.a 130X1679 910107699, FL 94274 PST ANCHORAGE, SPACING iMar ALUM. SLIDING GLASS DOOR, IMPACT 900730 1/8 Etat 5 d 19 tlib. 4406 -1 Rea I 3/r /a LAWS A. Turner, P.E. PE 088201 MeohaNOel 1STRAGAL OR INTERLOCK f 1 (2) ' ANCHORS or A RI 2A PER LOC. , JAMB DETAIL C INTERLOCK 3" MIN. INTERIOR — j 8 3/16" MAX. ib TYP o o ! 1 EXTERIOR 'A DIM. A' DIM. MAX O.C. 'A' DIM. MAX. O.C. MAX. O.C. EXAMPLE 2 FROM TABLE 3, SHT. 16 (C6 +2)6 (8) ANCHOR CLUSTER PLUS (2) ANCHORS PER PANEL (SEE NOTE 6) 81/4 "I ® SEE 6 SEE J MAX DETAIL B DETAIL C TYP. 8 1/4° MAX MAX JAMB O C. PER NOTE 5. 8" MAX TYP. HEAD AND SILL MAX. ANCHOR SPACING NOM. PANEL WIDTH 'A' DIM. <48" WIDE 163/8" >48' WIDE 2013/16" 8 114° a MAX. TYP. EXTERIOR vRODUCT 1'Ev1St uu rlonDatc iikoDodo L 2 -TRACK OUTSIDE 3 -TRACK INSIDE 4 -TRACK OUTSIDE CORNER W/ C8 CLUSTER CORNER W/ C6 CLUSTER CORNER W/ C8 CLUSTER EXAMPLE CORNER CLUSTERS B 'RODUCr t3ENEWED iS comca;:n„ wiU, tuS f F=!�4 turidS 9ui:cil::�co.a - 2 o O6 ESpirarian Lyle ��1r71 o(1 Mi ITirisicu Product Control F.K 98,01 Hp FJC bog 9'11/07 Healsions ,sue H COWER' MUMMER TOUVCLUDE90 CORNERAPPL5AA77ON R19I1SENOTEMA 4, a 51AMB &P.,OOKANCI1OR8PACMG Mir 15%9077 CLARIFY CORNER ASTRAGAL ANCHORAGE FIG FJC boo 121307 6/1804 Cloaked OF .W. ClARFY 01326VER =MRS RC= AND CHANGE NOM SS 44& olds 411509 1070 TECHNOLOGYDRA2 NO1099123, 8.34275 P.a 130X1679 910107699, FL 94274 PST ANCHORAGE, SPACING iMar ALUM. SLIDING GLASS DOOR, IMPACT 900730 1/8 Etat 5 d 19 tlib. 4406 -1 Rea I 3/r /a LAWS A. Turner, P.E. PE 088201 MeohaNOel BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Birdview Skylights 201 Longhorn Road Fort Worth, TX 76179 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov Scope: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Framed Polycarbonate Domed Skylight. APPROVAL DOCUMENT: Drawing No. DADE608.1, model "6SF -DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, signed and sealed by Vipin N. Tolat, P.E., on July 08, 2008, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein and the dome shall be properly marked by GE Plastics. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03-0303.11 and it consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above.. The submitted documentation was reviewed by (Helmy A. Makar, P.E., M.S. 731/?— 208 NOA No. 08- 0611.09 Expiration Date: 07/02/2013 Approval Date: 07/31/2008 Page 1 Birdview Skylights NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0303.11 A. DRAWINGS 1. Drawing No. EB696, sheets 1 & 1, model "6SFD - DADE ", prepared by Birdview Skylights, dated 07/26/00, with no revisions, signed and sealed by V. N. Tolat, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD -DADE Self Flashing Aluminum/Polycarbonate Skylight ", prepared by Miami Testing Laboratory, report No. K-49362 issued on 09/10/96, signed and sealed by D. G. Ober, P.E. C. CALCULATIONS 1. Anchor Calculation, sheets 2 through 5, dated 08/21/96 and signed by D. A. Terwilleger, PE. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 0718.02 issued to General Electric Company on 09/08/2000, expiring on 07/02/2003. 2. Extrusion drawings No. BVS X10947 A & BVS 8554 by Tel Tower Extrusions, LTD for Birdview Skylights. E. STATEMENTS 1. No change letter issued by Birdview Skylights, on 08/10/2000 and signed by E. Bird. 1. No change letter issued by Birdview Skylights on 02/11/03 and signed by G. E. Bird. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF -DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, signed and sealed by Vipin N Tolat, P.E., on July 08, 2008. B. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Uniform Static air Pressure Test per TAS 202, on "Series 6SF -DADE Self Flashing Aluminum/Polycarbonate Skylight ", prepared by American Test Lab of South Florida, report No. 0331.01 -08, dated 05/23/2008, signed and sealed by William 1?. Mehner, P.E. and Henry Hattem, P.E. Helmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08 -0611.09 Expiration Date: 07/02/2013 Approval Date: 07/31/2008 E -1 Birdview Skylights NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS . 1. Anchor Calculation, sheets 1 through 3 of 3, dated 06/09/2008, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0611.09 Expiration Date: 07/02/2013 Approval Date: 07/31/2008 A .0901 6.000 ,32-67; 070 .750,/ .070 3.000 .090 BIRDVIEW SKYLIGHTS THE CLEAR CHOICE 201 LONGHORN RD. FT. WORTH TX. 76179 TEL:817 -439 -9266 FAX:817- 232 -8468 DATE: 2- 5- 08 DRAWING# 608.1 SHEET2OF2 MODEL: 6SF -DADE DRAWN BY: E. BIRD SCALE: NTS VIPIN N. TOLAT FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, DC 77068 t P; 100 . 2)� .613 REF. .325 NOTES: (. •078 TYP. WALL THK. EXCEPT AS NOTED. 2. BREAK SHARP CORNERS AT .015 R. >»e rm. BVS- X10947 -A NO. LA.9702 MUM. 80. LB.255 Na F.P.9702 a E ,r 0 N az. LOWER EXTRUSIONS,LID A WT/FT WAS 1231 8 -23=95 DL ALUMINUM LOERSESCID S Y UNLESS ASSOCIATION PEECFIE A 1.076 R 1.291 Pan 24.952 CIRCLE SIZE 7 -8 FACTOR T10.F7 19 BIRDVIEW SKYLIGHTS PMT NO. 0 09A14N aYi 1-�8 -951 D 1 ()UGH MU* RE SUN 12X1.5 0140. N0. 6" SELF - FLASHING ENE FULL cuss OLID 6063 -T5 BVS- X10947 -A 2.373 1.50 1 50" OUTER POLYCARBONATE DOME (GE LEXAN XLIO OR SHEFFEILD MAKROLON SL) 1/8" THICK INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SHEFFIELD MAKROLON GP) .100" THICK #I0 X 1" HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2" ON CENTER THEREAFTER 10% OFD SPAN, 4" MIN. 7.0" 4" MINUMUM SEE GENERAL NOTES #2 MIME • • ■■.■I ∎��w 3.0 6.0" DESIGN PRESSURE RATING POSITIVE + 60psf NEGATIVE -80psf LARGE MISSILE IMPACT RESISTANT T 80 1/4" NOTE: This design can also be used for other smaller skylights as long as the longside does exceed 105 1/4" and the short side does not exceed 80 1/4" and maximum presides do not exceed positive 60 / negative 80 psf. and total roof opening dimension does not exceed 50.875 square foot. MAXIUM ROOF OPENING DIMENSION 74" X 99" ALL UNITS EQUAL TO OR LESS THAN 50.875 Sq. Ft. I 13@ 71/2" = 97 1/2" 3 7/8" (TYP.) 14 SCERWS LS FASTENER. LAYOUT LS = LONG SIDE SS = SHORT SIDE .125" EXT. ALUMINUM ANGLE(6063 -T5) G.E. SILICONE ADHESIVE SEAL ( SCS 1000 ) CONTINUOUS 10164 SANTOPRENE RUBBER GASKET #1409 CONDENSATE GUTTER WITH 0.25" WEEP HOLE LOCATED AT EACH CORNER #10 X 3/8" SS HWHSMS LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2" MAX ON CENTER THEREAFTER .090" EXT. ALUMINUM CURB FRAMING (6063 -T5 ) NOTE: ALL ALUMINUM TO BE 6063 -T5 ALLOY FULLY MITERED AND WELDED AT CORNERS — ROOF DECK AND SUPPORT ( DESIGNED BY OTHERS ) SEE GENERAL NOTES # 1 #14 X 1" PAN HEAD LAG SCREW 3 7/8" FROM EACH CORNER, MAX ON CENTER 7 1/2 ". WITH MIN. ROOF DECK PENETRATION OF 7/8" 3 7/8" (TYP.) TOTAL 50 SCREWS AT LOCATIONS 10@ 7 1/4" = 72 1/2" A,B & C FOR THIS SKYLIGHT. 11 SCREWS SS FOR OTHER SMALLER SIZES PROVIDE FASTENERS @ 7 1/2" ON CENTER EACH SIDE 105 1/4" BIRDVIEW SKYLIGHTS THE CLEAR CHOICE 201 LONGHORN RD FT. WORTH TX. 76179 TEL: 817 -439 -9266 FAX: 817 -232 -8468 DATE: 2 - 5 - 08 MODEL: 6SF - DADE DRAWING # DADE608.1 SHEET 1 OF 2 nR AWN RV•F RIR17 SCALE:INTS GENERAL NOTES 1. ALL ROOFING DETAILS SHALL COMPLY WITH FBC 2007 2. 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE IS FOR SHINGLE OR BUR WITHOUT INSULATION FOR INSULATION AND ROOF TILES ADD THE TILE HEEGHT AND THE INSULATION THICKNESS TO THE 4'i MINIMUM HEIGHT. PRODUCT REVISED ascomplsmg.MM Mond& • o• hode NoO, .0q Expiration Date , ifFffb - 13 Sq Miami Dade dnR Caatra Division ROOF DECK (BY OTHERS) VIPIN N. TOLAT FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 (..'7L4 (1L. WW1 Pit:. 68215 Struc°iur ai Enginee 350E 21st Street Hialeah, FL 33010 Ph: (736 )-547 -7921 QC)- (11 PROJECT l4 J-o0 lre.1- ' csti 141a-4 '( Fra rte, , /Ze .. ® - 't b lc_ PGL I,t: t, (iu prerf 44,1 W Fy 3- Of )( q a <Eta OIC P4 /c /C i Fit . :2 l r. 4 8ctcsi < F4, K .Q 8, (cr?° > fit, 6 CC. Ces ` h -et 1246 kiss �- 4X4X1/4" STEEL COLUMN Title: Dsgnr: Date: Description: Scope 211.4 ( . page Job #. Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section TS4X4X1/4 Fy 36.00 ksi X-X Sidesway : Restrained Duration Factor 1.330 Y-Y Sidesway : Restrained Column Height 7.500 ft Elastic Modulus 29,000.00 ksi End Fixity Pin-Pin X-X Unbraced 7.500 ft Kxx 1.000 Live & Short Term Loads Combined Y-Y Unbraced 7.500 ft Kyy 1.000 Axial Load... Dead Load 1.90 k Live Load 1.20 k Short Term Load Distributed lateral Loads... Along Y-Y Along X-X DL Ecc. for X-X Axis Moments 0.000 in Ecc. for Y-Y Axis Moments 0.000 in _LL ST 0.430 k/ft k/ft Start End -> 7.500 ft -> fi Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 - 3 0.0303 0.0191 0.0494 0.3444 Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa : Allowable 17.48 ksi 17.48 ksi 17.48 ksi 23.25 ksi fa : Actual 0.53 ksi 0.33 ksi 0.86 ksi 0.86 ksi Fb:xx : Allow [F3.1] 21.60 ksi fb : xx Actual 0.00 ksi Fb:yy : Allow [F3.1] 21.60 ksi fb : yy Actual 0.00 ksi 21.60 ksi 0.00 ksi 21.60 ksi 21.60 ksi 0.00 ksi 21.60 ksi 0.00 ksi 0.00 ksi 28.73 ksi 8.83 ksi 28.73 ksi 0.00 ksi ClIM U L. MAWL Struclurcai Engineer 350E 21st Street Hialeah, FL 33010 Ph: (766) - 5474921 ROJECT JOB NO. CALCULATED BY CI RICKED BY 02-.2K? 1i DSOt 1 ` ; courtkeb 40 Et cA EL, /Q./vite- a-Dc.7-1 Axe"- 02/944i)), 2 G'rte Chau L Manh P.E Structural Engineer 350E 21st St Hialeah, FL 33010 August 17, 2011 Re: Partial Demolition & Florida Room Remodeling 9290 N Bamshore Dr. Miami, FL 33138 To Whom It May Concern �(C - 114'3( 407 6-4, Nia Please be advised that the 7/8" diam. bars showed on Detail B /S -2 for transferring Toad from new concrete column and connecting it to existing concrete members (Tie beam & footing) at the top and bottom can be replaced by 3/4" diam. bars. Note that the embedment length of these bars into existing concrete will be 10" min. instead of 8" as previously stated on said detail. If you have any question, please do not hesitate to call me at (786)547 -7921. Respectfully. Chau L Manh, P.E. Registration No. PE 68215 CHAU L MANH PE 68215 Structural Enginer 350E 21st St Hialeah, FL 33010 Ph: (786)547-7921 Project: AN-CHI-WANG HOUSE Address: 9290 N Bayshore Miami, FL 33138 Job Description: stl. beam connection revision Sheet #: 01 Date: 09/ 05/11 EXIST. STL. JOIST JOIST SUPPORT (WI 6 SHAPE) C7X9.8 WELD. TO EXIST. STL. JOIST JOIST SUPPORTS 3"x3"x4" STEEL ANGLE X6/2" LONG ATTACH. TO EXIST. CONC. M. AT A. SIDE W/ I -Y2°� ISWIK BOLT 3 BY HILTI, MIN. 4/2" EMBEDM. * WELD. TO NEW STEEL CHANEL CONN. DETAIL SCALE Ye= 1'-0" EXIST. STL. JOIST ‘iv T.O.BM. ELEV. +8-2" (FIELD VERIFY) EXIST. CONC. BEAM JOIST SUPPORT (W I 6 SHAPE) C7X9.8 WELD. TO EXIST. STL. JOIST * JOIST SUPPORTS. T.O.BM. \iv ELEV.+8'-2" (FIELD VERIFY) EXIST. CONC. BEAM 3"x3"4/4" STEEL KNGLE X" LONG ATTACH. TO EXIST. CONC. BM. AT A. SIDE W/ I 42"0 KWIK BOLT 3 BY HILTI, MIN. 4Y2" EMBEDM. $ WELD. TO NEW STEEL CHANEL SECTION A SCALE 1" = 1-0" ?E`P 0 5 "Vf I FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory- sealed In accordance with N1110.A.3. - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors 1s not greater then 14 cfm at 25 pascals pressure difference in accordance with N1110.A.2. 7/7/2011 4:03 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 Project Name: An- Chi -Wang Additiory Builder Name: Street 9290 N Bayshore dr Permit Office: Miami Shores City, State, Zip: , : Miami Shores , FL , Permit NUmber: Owner.. Jurisdiction:: 231000 Design Location: FL, Miami ".. " 1. New construction or existing Addition: ` 2.: Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedroo mS(Bedr ms In Addition) 0(0) 5. is this a worst case? No 6. Conditioned floor area (ft2) 470 7. Windows(108.7 soft) Description Area . a. U- Factor; Sgl, default 106.67 ft2 ` SHGC: Clear, default b. U- Factor. N/A ft2 SHGC: c. U- Factor: N/A SHGC: . d. U- Factor N/A SHGC: fta e. U- Factor.: N/A . / fta SHGC: > 8. Floor (470.0 sift) Insulation Area a. Slab -On- Grade Edge Insulation R =0.0' 470.00 ft2 b. N/A R=; ft2 c. N/A R= 9. Wall Types (240.0 sift:) Insulation Atea a: Concrete Block - int Insul, Exterior • R=5.0 240.00 ft2' b. N/A R =; ft2 c. d. N/A A R= ft2 R= 10. Ceiling Types (470.0 s Insulation Area a. Under Attic' (Vented) R=30.0 470.00 fta b. N/A R =" > . C. N/A R. , fta, 11. Ducts - a. Sup: Attic Ret Interior AH: Interior Sup. R= 6,100 ft2 12. Cooling systems -< a. Central: Unit ' - Cap: 8.3 kBtu/hr SEER 18. 13. Heating systems - a. Electric Strip Heat Cap: 5.4 k COP: 1 1 14. Hot water systems - a. Electric Cap: 2 gallons 7 EF: 0.97. b. Conservation features None Credits Pstat Glass /Floor Area: 0.227 Total As -Built Modified Loads: 12.27 PASS Total Baseline Loads: 14.46 a7 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: Review of the plans and SBE S specifications covered by this d '-•., calculation indicates, compliance �' with the Florida Energy Code. p construction is completed ` '� ' this building will be inspected for compliance with Section 553.908 Florida Statute& + OD MAI' BUILDING OFFICIA , DATE I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT` DATE* DATE. .Sit - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory- sealed In accordance with N1110.A.3. - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors 1s not greater then 14 cfm at 25 pascals pressure difference in accordance with N1110.A.2. 7/7/2011 4:03 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: An- Chi -Wang Addition Building Type: Owner. # of Units: Builder Name: Permit Office: Miami Shores. Jurisdiction: 231000 Family Type: Single - family New/Existtngz Addition Comment: FLAsBuilt Bedrooms: Conditioned Area: Total Stories: Worst Case: No Rotate Angles 0 Cross Ventilation: No. Whole House Fan: No 0 Adress Type: Street Address 470 Lot # f. Block/SubDivision. PlatBook: Street: 9290 N Bayshore di' County:: Dade City, State, Zip: Miami Shores FL, Design Location TMY Site IECC Zone Design Temp Int Design Temp Heating :: Design Daily Temp 97.5 % : 2.5 % Winter Summer Degre Days Moisture Ran9e Floor Type. Slab -On -Guide Edge Insulatlo Perimeter 24 ft Hip Barrel. the ROOF Roof Gable `' Roof Solar Deck Area Area Color Absor. Tested Insul. 509 ft2 0 ft2 Dark ATTIC Type Full attic Ventilation Vent Ratio (1 in) Area RBS IRCC Vented 0 470 ft2 N N # Ceiling Type CEILING R -Value Under Attic (Vented) Area. Framing Frac Truss Type 470 ft2 0.11 Wood omt Adjacent To Wall Type WALLS Exterior Concrete Block - Int Insul Cavity luFain Solar Area Sheathing Framing Absor. 7/7/2011 4 :03 PM 5 240 ft2 0 0 0.21 EnergyGauge® USA - FlaRes2008 Page 2 of 5 V WINDOWS Orientation shown Is the entered, asBuilt orientation. # Orrrt Frame Panes Overhang NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 S Metal Single (Clear) No 1.3 0.75 N 20 ft2 2 ft 0 in 1 ft 0 in HERS 2006 None 2 S Metal Single (Clear) No 1.3 0.75 N 66.66666 2 ft 0 in 1 ft 0 in HERS 2006 None 3 S Metal Single (Clear) No 1.3 0.75 N 20 ft2 2 ft 0 in 1 ft 0 in HERS 2006 None V Method Default INFILTRATION & VENTING SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaiust CFM Fracti ne Watts 0.00036 444 5.67 24.4 45.8 0 cfm 0 cfm 0 0 # System Type COOLING SYSTEM Subtype 1 Central Unit None SEER: 18 60 kBtu/hr 1800 cfm 0.75 sys #1 Efficiency Capacity Air Flow SHR Ducts V7 # System Type HEATING SYSTEM Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 34 kBtu/hr sys #1 V' # System Type HOT WATER SYSTEM 1 Electric 0.97 2 gal 30 gal 120 deg None EF Cap Use SetPnt Conservation SOLAR HOT WATER SYSTEM FSEC Cert # Company Name System Model # None None DUCTS Collector Storage Collector Model # Area Volume FEF ft2 - - -- Supply - -- — Retum - -- Air Percent # Location R -Value Area Location Area Leakage Type Handier CFM 25 Leakage ON RLF 1 Attic 6 100 ft2 Interior 0 ft2 Prop. Leak Free Interior 14.10 cfm 0.78 % 0.03 0.60 7/7/2011 4:03 PM EnergyGauge® USA - FlaRes2008 Page 3of5 TEMPERATURES' Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb ( Mar Apr May Jun Heating Jan [Xl Feb- [Xl Mar Apr 7�C Apr �. May [X1 Jun Thermostat Schedule: HERS 2008 Reference 1, 2 Schedule Type' Cooling (WD) AM 78 78 78 PM 80 Cooling (WEH) AM 78 78 78 Heating (WD) AM 6 66 68 Heating (WEH) AM 66 66 68 7/7/2011 4:03 PM 78 78 78 Jul [x) PCI Jul, Sep Oct Nov, Deo Sep iii Oc Nov iC Dec} 78 78 78 78.. 78 78 78 78 78 78 78 78 78 78 78 78 se 68 68 68 68 78 78: 78' 68 80. 78 78 78 68 68 66 66 . 666 6 66 668 8 68 68 . 68 68 68 68 68 ' 68 68 66 10 80 78 80 78 78 78 78 68 68 e8 66 78. 78 78 68 EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 9290 N Bayshore dr Miami Shores, FL, PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION Exterior Windows & Doors N1106.AB.1.1 Exterior & Adjacent Walls Floors N1106.AB.1.2 REQUIREMENTS FOR EACH PRACTICE Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. CHECK 1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. N1106.AB.1.2 Ceilings N1106.AB.1.2 Penetrations /openings > 1 /8° sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane to top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier Is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2° clearance & 3° from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-story Houses N1106.AB.1.2 Additional Infiltration reqts N1106.AB.1.3 Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION Water Heaters N1112.AB.3 Swimming Pools & Spas N1112.AB.2.3 Shower heads N1112.AB.2.4 REQUIREMENTS Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. CHECK Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB HVAC Controls Insulation N 1107.AB.2 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. Separate readily accessible manual or automatic thermostat for each system. N 1104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 7/7/2011 4:03 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** Description Sgl, default Clear, default N/A a. U- Factor: SHGC: b. U- Factor. SHGC: c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: e. U- Factor: N/A SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9290 N Bayshore dr, Miami Shores, FL, Addition Single- family 1 0 No 470 Area 106.67 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A Insulation R =5.0 R= R= R= Insulation R =30.0 R= R= Area 240.00 ft2 ft2 ft2 ft2 Area 470.00 ft2 ft2 ft2 11. Ducts - ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 100 ft2 12. Cooling systems - ft2 a. Central Unit Cap: 8.3 kBtu/hr SEER: 18 ft2 ft2 Insulation Area R =0.0 470.00 ft2 R= ft2 R= ft2 13. Heating systems - a. Electric Strip Heat 14. Hot water systems - a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City /FL Zip: *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. Cap: 5.4 kBtu/hr COP: 1 Cap: 2 gallons EF: 0.97 Pstat EnergyGauge® USA - FlaRes2008