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CC-16-2064K43+ Subdivision/Project 9501 BUILDING RENOVATION Construction Type III -B Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owner COMMERCIAL CONSTRUCTION Bldg. Permit No. CC -7-16-2064 DVS LLC Square Footage Description of Work Location 25475 9501 NE 2 AVE Miami Shores FL 33138-2402 SHELL RENOVATION AND STORE FRONTS Not Transferable Contractor Date Issued Occupancy Load Occupancy Type Applicable Code ATLANTIC COAST CONSTRUCTION INC 02/03/2017 N/A Building Officials Approve Ismael Naranjo, CBO INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 POST ON SITE Permit NO. CC -7-16-2064 Permit Type: Commercial Construction Work Classification: Alteration Issue Date: 12/16/2016 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Commercial Construction Expires: 06/14/2017 Parcel #:1132060133920 Owner's Name: Job Address: 9501 NE 2 Avenue Bond Number: Miami Shores FL 33138- Contractor(s) Phone Primary Contractor ATLANTIC COAST CONSTRUCTION (954)314-1242 Yes Owner's Phone: Total Square Feet: (305)756-3711 0 Total Job Valuation's= $ 142,000 00 WORK IS ALLOWED:'' MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD !S DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE: PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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. INSPECTION RECORD INSPECTION STRUCTURAL DATE INSP Foundation ZONING COMMENTS Stemwall Slab ELECTRICAL INSPECTION DATE Columns (1st Lift) Temporary Pole Columns (2nd Lift) Pool Bonding Tie Beam Pool Deck Bonding Truss/Rafters Pool Wet Niche Roof Sheathing Underground Bucks Footer Ground Windows/Doors Wall Rough Interior Framing Ceiling Rough Insulation Rough Ceiling Grid Telephone Rough Drywall Telephone Final Firewall TV Rough Wire Lath TV Final Pool Steel Cable Rough Pool Deck Cable Final Final Pool Intercom Rough Final Fence Intercom Final Screen Enclosure Alarm Rough Driveway Alarm Final Driveway Base Fire Alarm Rough Tin Cap Fire Alarm Final Roof in Progress Service Work With Mop in Progress : r7 1-""tZ ELECTRICAL COMMENTS Final Roof Ow Shutters Attachment Final Shutters Rails and Guardrails l ADA compliance 111111 FINAL 11111111118111 DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS INSPECTION DATE INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final /0 Service Work With FINAL : r7 1-""tZ ELECTRICAL COMMENTS 4-2''',11--- /x'7111, Ow INSPECTION FIRE DATE INSP Final Sprinkler Final Alarm FINAL PLUMBING INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final •� , PLUMBING C INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum FINAL MECHANICAL COMMENTS i OOSO N E.2N F L 0 R 3313 GLS i MED 1 11 da 111 7015 1660 0000 4361 5975 Atlantic Coast Construction Inc 564 NW 23 ST Miami, FL 331-'7 iP " 1 US POSTAGE Ht' ®SoS§ Ems�%� �-, 4: ..•±•'''. 32 -Class r��{' .Mailed From33138 -ri SENDE LI Ndam,L ,AI F,°R D A:• a E "rn� 't='r1 .. 7) Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. CC -7-16-2064 Permit Type: Commercial Construction Work Classification: Alteration Permit Status: APPROVED Issue Date: 12/16/2016 Expiration: 06/14/2017 Parcel Number Applicant 9501 NE 2 Avenue Miami Shores, FL 33138- 1132060133920 Block: Lot: DVS LLC Owner Information Address Phone CeII DVS LLC 9400 NE 2 Avenue MIAMI FL 33138- (305)756-3711 Contractor(s) Phone ATLANTIC COAST CONSTRUCTION It (954)314-1242 CeII Phone Valuation: Total Sq Feet: $ 142,000.00 0 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: RENOVATIONS AT SITE WORK AN Stories: Front Setback: Left Setback: Plans Submitted: Yes Certification Date: Bond Return : Scanning: 1 Occupancy Load: Exterior: Rear Setback: Right Setback: Certification Status: Additional Info: Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $85.20 $63.90 $63.90 $28.40 $4,260.00 $3.00 $113.60 $4,618.00 Pay Date Pay Type Invoice # CC -7-16-60707 12/16/2016 Credit Card 07/22/2016 Credit Card Amt Paid Amt Due $ 4,418.00 $ 200.00 $ 200.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Tie Beam Slab Termite Letter Framing Store Front Attachment Insulation Drywall Screw Final PE Certification Window and Door Buck Ceiling Grid Fill Cells Columns Review Building Review Planning Review Electrical Review Plumbing Review Structural Review Mechanical In consideration of the issuance to me pertaining thereto and in strict confor accepting this permit I assume required for ELECTRICA OWNERS AFFIDA construction and Aut Build ing rize 9 d rtify uther /natu of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In all work done by either myself, my agent, servants, or employes. I understand that separate permits are CAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. sponsibility I ,MECHA at or all the fore , authoriz oing in rmation is accurate and that all work will be done in compliance with all applicable laws regulating t� ov -named contractor to do the work stated. December 16, 2016 er / Applicant / Contractor / Agent artment Copy Date December 16, 2016 1 BUILDING PERMIT APPLICATION 'BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 7624949 FBC 2014 Master Permit No. 7 CC 1( ca,tCo`t Sub Permit No. El PLUMBING ❑ MECHANICAL El PUBLIC WORKS JOB ADDRESS: 9-0/ AJ;"° ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR ❑RENEWAL ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: Zip: /3d OWNER: Name (Fee Simple Titleholder): Address: 9.�� / /Y(% o'`NO City: liM'dt/f BFE: FFE: Phone#: A& y'3 -5YF State: %Q -Si A zip: 3/ 3,e Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: r`Cly/(C W: �ll/LU /h/ /C Address: 5 (Y /V i �3 rte) - Pi / City: J' -///4v -1I State: l`�LQ<c4t)/A Qualifier Name: Y414C /e7Un1 cC Oct ?()e-/ State Certification or Registration #: Phone#: «i 437 3673 zip: 3/� Phone#: 9_11/-37- 3673 3 Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: Value of Work for this Permit: $ 92. 1,0:0 •f) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: Phone#: State: Zip: ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ 1 Scanning Fee $ Technology Fee $ 13 • t00 Permit Fee $ 4)2(00.03 CCF $ ErS` CO/CC $ Radon Fee $ - 1 0 DBPR $ (03 • go Notary 1 Training/Education Fee $ y .46 Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) / Bonding Company's Address /.% City State P Mortgage Lender's Name (if applicable) Mortgage Lender's Address City N/A Zip State / Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs sev n (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rei • pection fee will be charged. Signature NER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2 / 2- day of ' , 20 / (0 , by W da of 20 f (O , by Coma PC y� p000 nil Me , who is personally known to /4:09)44-0 / ,ii0 Al , , who is personally known to me or who has produced as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: 4459 O 4 - Print: (Z 2 /2 e 2 /cvr/'Q Seal: identification and who did take an oa NOTARY PUBLIC: Sign: .2 4' as Print: 42U'V --C i- . '' Seal: 3.P :: DAWN S FEIN � i = MY COMMISSION *FF136297 p ' ELIZABETH ELORRIi11G A ' or •iir;.••' EXPIRES June 25, 2018 .01 MY COMMISSION 1 FF963636(ao7) age 398-0183 FlarldeNotoryService.com IaofI39$.o•saoar / APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk `N ONSST(i\C., eCA("7 Ac -c RD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 07/11/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. HOLDER. THIS BY THE POLICIES AUTHORIZED IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) 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 lieu of such endorsement(s). PRODUCER Athena Insurance/ Great Florida of Sunrise 4972 N Pine Island Rd Sunrise FL 33351 CONTACT NAME: Sabrina Vera PHONE (844 670-1747 FAX ( N9.E%1) } (A/C, No)E. CO NAIC t1 E4AAILADDRESS: florencia reatfiorida.COm ADDRESS;_.. _.._ _._. _.� INSURERS) AFFORDING COVERAGE INSURER A: WESTERN WORLD INSURANCE INSURANCE 13196 INSURED Atlantic Coast Construction 564 NW 23RD ST MIAMI, FL 33127 INSURER B : INSURER C : 07106/2016 INSURER D: EACH OCCURRENCE DDATAAG • 1#` PREMISES (Ea occurrence INSURER E : INSURER F : COS/FRAC:FR PC CeritlP A TC til mte. wmet. THIS IS INDICATED. CERTIFICATE EXCLUSIONS INSR € LTR ' TO CERTIFY THAT THE POLICIES NOTWITHSTANDING ANY REQUIREMENT, MAY BE ISSUED OR MAY AND CONDITIONS OF SUCH OF PERTAIN, POLICIES. INSD - - INSURANCE $UMR; WVD - •--- IWVIOIuni NUMtstit: LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE i POLICY EFF I POLICY NUMBER {MMn>Q/YYYY) POLICY EXP (MMroDIYYYYt LIMITS A , COMMERCIAL GENERAL LIABILITY X , OCCUR i ' MIEKH 07106/2016 07/06/2017 EACH OCCURRENCE DDATAAG • 1#` PREMISES (Ea occurrence $ 1,000,000 i--_- 1 _ i GEN'L X_` I CLAIMS -MADE S 100,000 MED EXP (Airy one person) S 5,000 s 1,000,000 .. PERSONAL a ADV INJURY AGGREGATE LIMIT APPLIES PER: POLICY .... EC La LOC OTHER: GENERAL AGGREGATE S 2,000,000 PRODUCTS -COMINOPAGG S 1,000,000 S AUTOMOBILE i ..I _ ,__•..._ LIABILITY ANY AUTO_ ALL OWNED AUTOS AUTOS ...- .7 SCHEDULED ,,,_...__ AUTOS NON -OWNED AUTOS ' i 3 COMBINED SINGLE LIMIT (Ea accident) S BODILY INJURY (Per person) 8 BODILY INJURY (Per accident) S PROPERTY DAMAGE Per acciden! SHIRED I --....... ( I UMBRELLA LIAB ._� OCCUR EXCESS UAB I 'CLAIMS -MADE 1 1 1 I i EACH OCCURRENCE $ AGGREGATE S DEO i RETENTIONS $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) if yes, describe under DESCRIPTION OF OPERATIONS Y/N . N /A ( € ;PER ` DTH- i STATUTE i ER below El. EACH ACCIDENT _... ACCIDENT S _......_ E.L. DISEASE - EA EMPLOYE a ..,.._....__._._... S E.L. DISEASE -POLICY LIMIT S I i DESCRIPTION OF OPERATIONS !LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) 0\_____, VL- RFRTIVICATC tarsi mt.!, CITY OF-MIAI411-SHORE-S— ,, 10050 NE 2ND AVE MIAMI SHORES, FL 33138 woo-. v'fl_t_n I 'Will SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL .BE DELIVERED IN ACCORDANCE WITH THE POLICY PROV IONS //jj i AUTHORIZED REPRESENT��/j j y ACORD 25 (2014/01) v 1913$ Z814�AR[) P.ARf'DRATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Aug 22 2016 04:52PM Athena Fax 954-368-2575 ACC MCI page 1 CERTIFICATE OF LIABILITY INSURANCE + DATE (MM(DDM'YY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS M221206 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 lieu of such endorsement(s). PRODUCER Athena Insurance/ Great Florida of Sunrise 4972 N Pine Island Rd Sunrise _ ` INSURED COVERAGES Atlantic Coast Construction 564 NW 23RD ST MIAMI, FL 33127 FL 33351 CONTACT NAME: Sabrina Vera PHONE fA.Ns Ep (844) 670-1747 FAX Pigh ,ct ADDRESS—8orencia a@greatflorida.com INSURER(s) AFFORDING COVERAGE _ _ NAIL N_ INSURER A: WESTERN WORLD INSURANCE INSURANCE CO 13196 ---------- — --- — --- INSURER B INSURER C_: INSURER 0 INSURER E : — — INSURER F : --- -— CERTIFICATE NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURRN EDENAMIED ABOVEEER: FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR -----• — A15IN STJ LTR TYPE OF INSURANCE -..---...— --- ---- -- POLICY EFF r POLICY EXP'— —..---- '— ---- — -- — 1NSD WYD POUCY NUMBER (MM/DDM'YY) 1 (MMIDONYYYI LIMITS�( COMMERCIAL GENERAL LIABILITY EACH OCCURRYErnNCvE,c $ 1,000,000 �EIPfiTj- — -- [PREMISES (Ea occu renceJ—$ 100,000 !! MED EXP (Any one person) $ 5,000 MIEKH CLAIMS•MAOE [X] DCCUR GEN'L AGGREGATE OMIT APPLIES PER' X I POLICY PRO - 11 ( I JET LOC OTHER: AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS UMBRELLA LIAR EXCESS LIAB DEO 7 RETENTION $ 07/06/2016 107/06/2017 I I PERSONAL 8 ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000`00000__ PRODUCTS- COMP/OP AGG $ 1,000,000 — — -- SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT $ _fE$ accident) BODILY INJURY (Per person) $ 000ILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ OCCUR CLAIMS -MADE WORKERS COMPEinsATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERJMEMBER EXCLUDED? (Mandatory In NH) If yes, desc'be under DESCRIPT;ON OF OPERATIONS below EACH OCCURRENCE $ AGGREGATE 4 Y/M NIA STATUTE I ERH E EACH ACCIDENT — $ E.L DISEASE - EA EMPLOYEE 0 E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORO 101, Additional RenlarEs Schedule, may be attached if more space Is required) MAPTON HOLDINGS LLC IS LISTED AS A NAMED INSURED IN THIS POLICY License it CPC051904 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES 10050 NE 2 AVE MIAMI SHORES FLORIDA 33138 ACORD 25 (2014101) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES B NCELLED BEFORE THE EXPIRATION DATE TH: - OF, NOTICE L = DELIVERED IN ACCORDANCE WITH Til - • LI • OVISION" AUTHORIZED REPRESENTATIVE 1988-2014,A e . RD CORPORATION. All rights reserved. The ACORD name andlogo are registered marks of ACOR Arlenis Silvera From: Arlenis Silvera Sent: Friday, August 26, 2016 8:27 AM To: 'Nelly Richard' Subject: RE: Proof of Insurance Thank you! However I notice the license number is incorrect. It reads CPC, but his license starts with CGC. Please have that corrected and resent. Best Regards, Arlenis Silvera Permit Clerk Supervisor Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 305-795-2204 www.miamishoresvillage.com From: Nelly Richard [mailto:nelly@preferredhomemortgage.com] Sent: Thursday, August 25, 2016 4:49 PM To: Arlenis Silvera <SilveraA@miamishoresvillage.com> Cc: 'Theresa Caccamise' <theresa@preferredhomemortgage.com> Subject: RE: Proof of Insurance Here you go!! From: Arlenis Silvera[mailto:SilveraAC&miamishoresvillage.com] Sent: Thursday, August 25, 2016 3:58 PM To: 'Nelly Richard' Cc: 'Theresa Caccamise' Subject: RE: Proof of Insurance There is nothing attached to the e-mail. 1 Best Regards, Arlenis Silvera Permit Clerk Supervisor Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 305-795-2204 www.miamishoresvillage.com From: Nelly Richard [mailto:nelly@preferredhomemortgage.com] Sent: Monday, August 22, 2016 5:05 PM To: Arlenis Silvera<SilveraA@miamishoresvillage.com> Cc: 'Theresa Caccamise'<theresaC«@preferredhomemortgage.com> Subject: RE: Proof of Insurance Good afternoon Arlene, See the revised Insurance for Atlantic Coast, pending the other documents. From: Nelly Richard [mailto: nellyCapreferredhomemortgage.com] Sent: Thursday, August 18, 2016 2:22 PM To: 'Arlenis Silvera' Cc: Theresa Caccamise' Subject: RE: Proof of Insurance Arlene, Please find attach the revised Insurance Dec Page for Atlantic Coast. Thank you, From: Arlenis Silvera [mailto:Silverakamiamishoresvillage.com] Sent: Tuesday, August 2, 2016 5:07 PM To: 'Nelly Richard' Subject: RE: Proof of Insurance Hello, I have received the insurance certificate but please note: License number or contractor type should be listed in the "Description of operations" box on the Insurance certificates. Please have this added on and forward to us. 2 Thank you, Best Regards, Arlenis Silvera Permit Clerk Supervisor Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 305-795-2204 www.miamishoresvillage.com From: Nelly Richard[mailto:nelly@preferredhomemortgage.com] Sent: Thursday, July 28, 2016 4:09 PM To: Arlenis Silvera<SilveraAPmiamishoresvillage.com> Cc: 'Theresa Caccamise'<theresa@preferredhomemortgage.com> Subject: Proof of Insurance Importance: High Arlene, Please find attach the proof of insurance for Atlantic Coast Construction. Thank you, Nadleine "Nelly" Richard Branch Coordinator Prod. Mort6nge 4011011.1110 201 NE 95th Street Miami Shores, Florida 33138 305-751-2220 x 200 305-751-2223 fax Email: nelly@preferredhomemortgage.com NMLS Ir) 1020907 NM►.,S Consumer Access Licensinforrnation C o Isti)E N i'(„LI't l ANL.) SECURITY NOTICE he conte of it, riaessa;,e and any attachments Ma be privileged; ccr:`itient:al and i rtrrrrc .ry ar,c< a',.se i.a; be ( )Vc rcct by the Electronic C'r:rnaunicauans 'Privacy Act, If you are not an intended recipient; please inform the sander of the transmission error and delete Iles message Enaznediratet teit1e ut Ye adirig;, da._, entree,uing. distributing or copying the contents. Preferred Mortgage makes no assurances that this e-mail and any etta_.Crn nits are free of vise s and other harmful cod 3 Aug 18 2016 02:22PM Athena Fax 954-368-2575 page 1 G G t ( -- adati ACQRO� `� CERTIFICATE OF LIABILITY INSURANCE DATE (MWODIYYYY) 08/18/2016 THIS CERTIFICATE 15 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(ies) 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 lieu of such endorsement(s). PRODUCER Athena Insurance! Great Fbdda of Sunrise 4972 N Pine Island Rd Sunrise FL 33351 CONTACT - NAME: Sabrina Vera PHON MC. NO. Ext): (844) 670-1747 (A C. Not: POLICY EXP (MMIDD/YYYY) NAIC # EMAIL florencia ADDRESS: e9reatflorida.com INSURERS) AFFORDING COVERAGE INSURER A: WESTERN WORLD INSURANCE INSURANCE CO 13196 INSURED Atlantic Coast Construction 564 NW 23RD ST MIAMI, FL 33127 INSURER B : X INSURER C MIEKH INSURER D : 07/06/2017 INSURER E : $ 1,000,000 INSURER F : CW MS -MADE COVERAGES CERTIFICATE NUMBER: • THIS IS 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 BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE ADDLSUER INSD WVD POLICY NUMBER POLICY EFF (MMIDDIYYYY) POLICY EXP (MMIDD/YYYY) LIMITS A X COMMERCIAL GENERAL X LIAB,tm OCCUR X MIEKH 07/06/2016 07/06/2017 EACH OCCURRENCE $ 1,000,000 CW MS -MADE DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 GEML X MED EXP (My one person) $ 5,000 PERSONAL & ACV INJURY $ 1,000,000 AGGREGATE LIMIT POLICY JEC ROTHER: APPLIES PER: GENERAL AGGREGATE $ 2,000,000 LOC PRODUCTS - COMP/OP AGG $ 1,000,000 $ AUTOMOBILE 1 LIABILITY ' ANY AUTO ALL AUTOSOWN� HIRED AUTOS �AUTOS�D JI NON -OWNED I COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) 3 BODILY INJURY (Par accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAR EXCESS UAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE 5 DED I. RETENTION 5 3 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEE.L. OFFFICER/MEMBEREXCLUDED? (Mandatory In NH) dyes, describe under DESCRPTION OF OPERATIONS Y/ N [ 1 N/A PER OTH- STATUTE ER EACH ACCIDENT $ below EL DISEASE . EA EMPLOYEE $ EL. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS/ LOCATIONS / VEHICLES IACORO tat, AddM anal Remarks Schedule, may be attaehcd if more space is required) MAPTON HOLDINGS LLC IS LISTED AS A NAMED INSURED IN THIS POLICY License # CPC051904 DER CITY OF MIAMI SHORE 10050 NE 2 AVE MIAMI SHORE FLORIDA 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLI Y'P'RC�(ISIONS. �rl,I//JJ AUTHORIZED REPRESENTATIVE , - rte' ACORD 25 (2014/01) ©19 201 CORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AST ATFIATOR cmiger +►tarakt. mac w :- 7 SCOF =NESS Cit i'iFUt :. thrawtb ekti1. ..firsttr litrooralhrsahtls9wma tol. !. ,Atarmitroscapor SisYscsr units! ieriteros iot »rmss rwrw s[ tersrrpi' arr+a.MMIL,A.••6.." wir. +ansm4?ItlivrOwtot,4t Srnt+eMRtr asyf rBtaaaratbrovesiwn bM+C *+R rilmal°.alRwt+ttl Fer townie, tiawroolw S'Aosoo4,winicratin pr waSrsoop �,aw.H...4140,," rM""*It FC O r EKY Rrosto Gaal 4 11 srie r flt t4,f. ,.ses mtaixrparaiornewitmaiismotaxtmentitagoorty ata4saraltriariodr It atMiot �r aeargemitarprobriatenactswarttrattuvirie2tttf t i r fail wa.rvit-f irolOr warMpiaY#rxyrwWrmiriehiwwbraterafriiesusiH empltrnarGor 40ttritt3.r.S.Jedimut.440100initobi. naihnellaawerdiafasfbnowt moat!aripernar/tone( otwoliornaber a tamort#Ma1Rw4ri6n rAN*M rkr+*r'*took Gl*v044;4it'*w.1.p vTM00*.e.wtlr ' '^Arbrr°Mr1 %• �« mad!' Wt=14A,a**0•04roeW 4lawMa9R+r atrt'3.'- :. Licensee Details Licensee Informatirm Name: Main Address: County: License Mailing: ucensLocation: . _ License Information License Type: Rank: License Nurriber: StatuS: Licensure bate: Expires: Special Qualifications Construction Business Alternate Names 163)V 0:m CotCv, PERDIGON, ALBERTO (Primary Hama) ATLANTIC COAST CONSTRUCTION INC (OSA Nara) 564 NW 23RD ST MIAMI Florida 33127 DADE Certified General Contractor Cert General CGCO51904 Current,Active 11/28/1990 08/31/2018 Qualification Effective 02/20/2004 yigyi Related Licergie Infoiritation View Mceos_g Complbl' t • • F * , 41, a Em:t: 05,9,4117.1325 -0 40 sti. idacentlexcir ce-.7aDzta L1-..F.J".., 1 :I:4<MP A Celltatt Center: r -f AC0oR CERTIFICATE OF IJABILIP! INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMA ONLY AND CONFERS NO TS UPON TNE CERTIFICATE HOLDER. THIS CER'FIFICATE DOES NOT AFFIRMATIVELY OR utrokrporLY AMZND, EXTEND OR ALTER 'FRE COVERAGE AFFORDED EY INV FoLICiES DELOW. miSCEirrincATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN Tiff ISSUING 1NSURER(61 AUTNORIZED REPRESENTATIVE OR PRODUCER AND TRE -CERTIFICATE HOLDER.. IMPORTANT: 0 the Oertifieste holder Is an ADtmONAL 4SURLD. the portcytileS) MOM ne: endorsed. It SIJ9ROGMION tS wAntED, *Object to the terms ono con:1=km) OT Volicy. cerroln pole nley reMoire ;an -endorsement A stateroard ottio ototinvlgie does not cosier rtratKs U tr$0 tong-It:de holder in Lieu of soth endorSerrlent(s). score An s Insar=cd Greet FICK:de OlSorstiso 49T7 Wand -Rd Arc Coesl Gonstr.lclios 564 NW 2MO ST wAho, rt.. 33127 FL 33351 ITV, rVr rmoKi— twat, lee): 04q674-174( ADomos:, toreneogwerntlerclAnner iuscilqs) Arrogeoz COvvuor SAX * on:versa WESTET:04 WORLD INSURANCE.INSURANCE CO 131141$ 34.3,..,333 0,93X.NerS C ° 1,313.*Sta 3: re r r covERACES CRTtFICA NUMER1: 1-141 1$ 10 tf:Trnry 'SAT TME Fcr../ciss iNSURANCF LISTED t5I-LOW HAVE BEEN MEIJED TO Tt'IT. INSUREV M.tD 430Vt FOR nit. POLICY PL'HOD /ND1CATa). NOTICT HST AMMO ANY REQUIREMENT- TERrit OR CON:11MM 07 MY CONTRACT OR OMER DOCUMENT wrnF...SPEC- TO VA -E -CH The: CLX itkLIME. MAY BE .S.SUED OR MAY PCRTfreN, 7HESSURANce AFORT):D SY THE °COVES DatCkiirf-10 FET-LNf JaZEC7 TO A "71.4r. TERAr, EXCLOS0N5 ANTI CONOMONS Of WCIT POLICrE.S. LAIITS SHOWN /MY MAVE ULM RLDUCLO 13? PAM CLAM, — A44 gel (31' UP— t tiCt NC* "%XIV? WW1 r tIVIT X KC RN civ./suekat X OeCt34 Mgt AGOPEWE oono,:pua X orittrY PRO. .3 Cr LOC 0 1 P1 t nnne-nnnenneenmele.•.041•1110111MIMONO,A 41.0040013.4 SAINLITr 44,..-mfre avott ".7.• M.44-04410 r= Atn04 steeVANt, tInr3 AVMS Ai/TOS NItERis OTI06,2015'7 :-Acn orsalemiscr a I .000,C00 Par ise.-r tr.a fen/L.1-44) . 3 100,t1r1 _ern no: IA, (woo Nowt S 5.000 17 oru.10•041 1 Ker INAFN .s 1.03.000 cr.47114. ACI=OATE 3 7.005.00;1 CCA4P.OP A00 S 1.500.000 s2 4-to:A er 1,0511•F r'&RY Gor 'armor'. 1 WPC" INSAPY ON. te.-1=Ars)1 mots ore namAii-af law imeadir3j %."XeLS-3 LAS 0.A3=4**Ot ern - Nr771_ siersgtots ewer 4.4Drtenetskter M.Vr:loystrnoamorna-NrimnrY- ter ICrAlar401171 ma:amp ooirinro:K r2 4178"1. "12P 710*el K ..,•AnYtE E.L. E.A01 ALVINEN 3 LL tAuArttivir $ L,r • ROES tr..S0 ZNO AVE MIAMI 51,XIRE5, FL 33130 CANCELLATION SHOULD ANY OF THE AttOmE OESORIZEO POUCI:E3tt"LAID OETOPE TKE EXPIRAT$ON DATE T4CPC0r. NOME WILE ELNERED m ACCORDANCE WITH THE POLICY FRoosioNs ACORD 25 1!310:1r/0-14AC0C0RP ThaAOD no and facial* raglgarati matil(al *CIO d. ICA1VDN OE CC wt t x rEcow' IT IS IN EF& i 'EI4OFCi E Na STAMPED AND tf1 t tom, AND IImo. l « N F;Is. e #do. Asogurar b ronovetion bra e! 4 i1 ' o (3(1014/0.1918,„ tir not ke Reel eve pou Binds -se oeSpko3OSeptentn one koyea kap Se IMEPOPEAINer CtiriffINI Mods sa pou g renouvlo4PWOritie n Wks snR rna ron Sou este se pa Wye role nen 5) 4144914= OW% fool, on AT ANMER Afro Tt ", - ae1 Iaa$ rn.,. rA CuSTOMPTI1A 313S170 FrireePT mum 170344 E OF WARM' tt°t 3'I , T i 3"# II:ocAmN 014 SI ' IS NFREBY Ri COMPLIANCE TO ENGAGE IN Ofit MANAGE THE OPERATION OF: ADIME lRA`I Fina rr NOT A BILL NOT PAY w Al ASA *0« M Y16 row*u NIC Sa; +1 ISO P:A ow AI.. 11.w,.,r r. .ra 1.7. r11. l�lA 1.•(�?Ctl 4.441.44444110. Arlenis Silvera From: Matthew Sierra <msierra@aticonstinc.com> Sent: Wednesday, September 28, 2016 8:53 AM To: Arlenis Silvera Subject: Fwd: License docs Attachments: License 1.pdf; ATT00001.htm; License 2.pdf; ATT00002.htm; License 3.pdf; ATT00003.htm; License 4.pdf; ATT00004.htm; License.pdf; ATT00005.htm Good morning Please see attachments below containing all the License info, W/C Exemptions, Business Tax License and everything you'd need to process. Please let me know if there's anything we're missing or you have any questions. Thanks Matthew Sincerely, Matthew Sierra Vice President of Operations Atlantic Coast Construction, Inc. A CMC affiliate CGC051904 564 Northwest 23rd Street Miami, Fl 33127 Office: (954) 837-3673 Cell: (954) 649-8367 Fax: (954) 278-9083 in fo(aticonstinc.com CONFIDENTIALITY NOTICE: The contents of this email message and any attachments are intended solely for the addressee(s) and may contain confidential and/or privileged information and may be legally protected from disclosure. If you are not the intended recipient of this message or their agent, or if this message has been addressed to you in error, please immediately alert the sender by reply email and then delete this message and any attachments. If you are not the intended recipient, you are hereby notified that any use, dissemination, copying, or storage of this message or its attachments is strictly prohibited. Sent from my iPhone Begin forwarded message: From: "Atlantic Coast Construction Inc." <aticonst(&bellsouth.net> Date: September 28, 2016 at 8:44:34 AM EDT 1 To: Matthew Sierra <msierra(&aticonstinc.corn> Subject: License docs Reply -To: "Atlantic Coast Construction Inc." <aticonst(&bellsouth.net> Sincerely, Albert Sierra President Atlantic Coast Construction, Inc. A CMC affiliate CGC051904 564 Northwest 23rd Street Miami, Florida 33127 954-837-3673 Office 954-337-0436 Fax 954-868-3559 Direct Line asierra@aticonstinc.com CONFIDENTIALITY NOTICE: The contents of this email message and any attachments are intended solely for the addressee(s) and mav contain confidential and/or privileged information and mav be legally protected from disclosure. If vou are not the intended recipient of this message or their agent, or if this message has been addressed to vou in error, please immediately alert the sender by reply email and then delete this message and anv attachments. If vou are not the intended recipient, vou are hereby notified that any use, dissemination, copying, or storage of this message or its attachments is strictly prohibited. 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' comp atio insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGN BEL• OU ACKNOWLEDGE THAT. YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONT County of Miami -Dade /f / The foregoing was acknowledge before me this l day of J'Y. , 20 4 (_41 111111% who is personally known to me or has produced QQ• \SSI O/ • i - o��eh " e?e`tificon. • c, v� 0 9 • ? z �, N t — oA\ tion BaMadO. N9 F� SEAL: Ismael Naranjo From: Ismael Naranjo Sent: Friday, June 10, 2016 11:43 AM To: 'info@aticonstinc.com';'theresa@preferredhomemortgage.com' Cc: Arlenis Silvera Subject: Prmit CC -4-13-774 Good morning Mr. Sierra, I have received your letter dated June 2, 2016. The first thing you will need to do is renew the expired permit CC -4-13- 774, once the permit has been renewed you will be able to proceed to submit the required revisions. As for the units that have been occupied under separate permits, the architect of record should reflect on the plans the fact that the interior build out for those units were done under a separate permit. Please note that time is of the essence, several new tenants have submitted permit applications and I will not be able to issue those permits until the expired permit CC -4-13-774 is renewed. Sincerely, Ismael Naranjo, BO, CFM. Building Director. 1 RECFT JUN 0 9 2016 �t�Al/t1C C,onst Coostnaction, .jiw� C'GC' # Oi1904 CQC # OS19O4 June 2, 2016 To: Ismael Naranjo (CBO) Miami Shores Village Building Department 10050 NE 2°d Ave, Miami Shores, FL 33138 Tel: (305) 795 2204 Fax: (305) 756 8972 Re: Permit CC -4-13-774 9501 NE 2nd Ave Miami Shores, FI. 33138 Ismael Naranjo, Please be advised I am in receipt of your letter dated May 18 2016 regarding the above reference property. We had a site meeting with the our superintendent and marked up the drawings as you have requested. The owner DVS LLC (Theresa Caccamise) Monday 6-6-16 will now have the red lined set of plans and will make arrangements with the engineer of record to remove items that were not done as part of the original permit. We are removing the civil work that was also on the drawings that has not been performed yet. The owner will be connecting to the new sewer lateral that is being installed by the city at the rear of the property at a later date. I will ask at this time for some guidance as to how do you want us to handle the previous approved and permitted drawings as some of the spaces have already been permitted and occupied under separate standalone tenant build out permits and are fmaled since these permits would supersede our permit. At this time there is only six spaces empty where future tenants are to move in, where the work under our permit was performed. I am .: ing this as I w the engineer will be asking me how to handle it on the drawings, also are we sho • the correc ' •ns as (AS BUILT DRAWINGS). I am hoping that in the next two or three weeks we sho able to - t yo the drawings and resolve this matter. Albert Sierra, Pre dent CC. Albert Perdigon, VP CC. Eddie Barias, Superintendent CC. Eileen Chafetz, PA ' 564 fi14/7 23 S7" • i jiwmi Jloridw 33127 7 elephone: 954 837 3673 • info@atleonstine.com M I A M I•DADE COUNTY VERIFICATION FORM , EXPIRES ONE YEAR FROM DATE ON FORM miamidade.gov 114n� ATLAS PAGE: E-8 INV#: / FORM #: 201338207 DATE: r° NAME OF OWNER: DVS LLC M2013007723 #3 PROPERTY ADDRESS: 9501 NE 2 AVE PROPOSED USAGE / 1056 SF RETAIL #10, 1443 SF RETAIL #16, 865 SF RETAIL #10A, 1777 SF RETAIL #9 & 8 PER PLANS NO. OF UNITS: REPLACES: PREVIOUS CR B/O INV#118121 VF#200922903 EXHIBIT#EX1 USAGE / NO. OF UNITS: PROPERTY LEGAL: MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 12 TO 17 INC BLK 29 Water and Sewer PO Box 330316 • 3575 S. Lejeune Road Miami, Florida 33233-0316 T 305-665-7471 5/31/2013 FOLIO NUMBER: 11-3206-013-3920 GALLONS PER DAY INCREASE: 1 271 PREVIOUS FLOW: PROPOSED FLOW: 244 PREVIOUS SQUARE FOOTAGE: 4,8801 ❑ NEW CONSTRUCTION 515 PROPOSED SQUARE FOOTAGE: 4,880 INTERIOR RENOVATION THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 12 INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF 'WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDE AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF G• ERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. BY: Jose C. Villiers - New Business Representative SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS: WCC'S W$376.69 VF$75.00 WSC$90.00 TOTAL DUE $541.69 VF NOT VALID W/O PAID WASA INV MULTIPLE CCB# PLANS REVIEW COMMENTS: CRITERIA: N/A THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) _ - INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO S THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVI - - SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AG: - - ENT ID # N/A ). SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JU - ION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO T - PARTMENT'S SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAG • FOR THIS PROJECT WILL BE: TWO HUNDRED SEVENTY ONE [271] GALLONS PER DAY INCREASE. BY: Jose C. Villiers - New Business Representative SIGNATURE OF REPRESENT AUTHORIZED BY NEW BUSINESS COMMENTS: , PLANS R COMMENTS: CONTACT NAME: KEN GR CONTACT PHONE: 305 2..-2 -61 AUTHORIZED BY: EPTIC APPROVAL# AP1074494, AP1074504, AP1074500, & AP1074496 DTD 05-02-2013 Printed On: 5/31/2013 1:51:42 PM NB: Jose C. Villiers PR: �� DEPARTMENT OF" PPI-_,-,.- 11805 SW 26 STREET MIAMI, FL 33175-2474 (786) 315 2000 ROCESS NO: X2013112763 VS LLC 541 NE 2 AVENUE IAMI SHORES, FL 33138 REVIEW FEE TYPE CODE WASA Y001 WASD FEES MISCELLANEOUS RECEIPT 06/03/2013 UNIT DESC 00 FEE AMOUNT 541.69 541.69 6/ 3/2013 12:31 MORAZAN 301306030062 TCPM939N CENTRAL 541.69 M I A M I•DADE COUNThY VERIFICATION FORM EXPIRES ONE YEAR FROM DATE ON FORM miamidade.gov (7 6 ATLAS PAGE: E-8 INV#: FORM #: NAME OF OWNER: PROPERTY ADDRESS: PROPOSED USAGE / NO. OF UNITS: REPLACES: PREVIOUS USAGE / NO. OF UNITS: PROPERTY LEGAL: DVS LLC M2013007723 #2 9501 NE 2 AVE 201338206 DATE: Water and Sewer PO Box 330316.3575 S. Lejeune Road Miami, Florida 33233-0316 T 305-665-7471 5/31/2013 851SF OFFCEF#17,829SF OFFCE#18,418SF OFFC#19,1201SF OFFC#21,418 SF OFFC#20,1330 MDCL OFF#2, 1765 OFFC#3,1100 SF RETAIL#1 PER PLANS CR 8/0 INV#118121 VF#200922903 EXHIBIT#EX 1 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 12 TO 17 INC BLK 29 FOLIO NUMBER: 11-3206-013-3920 GALLONS PER DAY INCREASE: 112 PREVIOUS FLOW: PROPOSED FLOW: 538 PREVIOUS SQUARE FOOTAGE: 8,820 ❑ NEW CONSTRUCTION 650 PROPOSED SQUARE FOOTAGE: 8,820 ❑d INTERIOR RENOVATION THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) _12_ INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF " II_b HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPE NDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. Jose C. Villiers - New Business Representative SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS: WCC'S $155.68 VF $75 WSC $90 TOTAL DUE AT VF $320.68 V/F NOT VALID W/0 PAID WASA INV MULTIPLE CCB# PLANS REVIEW COMMENTS: CRITERIA: N/A THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) GRAVITY SEWER MAIN ABUTT NG THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WIL THE SUBJECT PROPERTY, (OR, IF' WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT I SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPAR SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLO BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/ HUNDRED TWELVE [112] GALLONS PER DAY INCREASE. BY: CH 0 SERVE RVICE OF SEWER , (AGREEMENT ID # N/A ). G JURISDICTION OVER MATTERS TO THE DEPARTMENT'S SYSTEM MUST WAGE FLOW FOR THIS PROJECT WILL BE: ONE Jose C. Villiers - New Business Representative SIGNATURE OF REPR NTATIVE AUTHORIZED BY NEW BUSINESS COMMEN PLANS : ' IEW COMMENTS: CONTACT NAME: KEN GROCE CONTACT PHONE: (305) 205-2361 AUTHORIZED BY: SEPTIC APPROVL AP1074494 & AP1074504 & AP1074500 & AP1074496 DTD 05-02-2013 Printed On: 5/31/2013 1:50:22 PM NB: Jose C. Villiers PR: MIAM COUNTY 'ROCESS NO: X2013112738 VS LLC 541 NE'2 AVENUE IAMI SHORES, FL 33138 REVIEW FEE TYPE CODE WASP Y001 WASD FEES 6/'3/2 ��"��mo°° 8��N�ku� 0:�!dr RESOURCES 11805 SW 26 STREET MIAMI, FL 33175-2474 (786) 315 2000 MISCELLANEOUS RECEIPT 06/03/2013 UNIT FEE DESC AMOUNT 320.68 M I AM I•DADE COUNTiY VERIFICATION FORM EXPIRES ONE YEAR FROM DATE ON FORM Water and Sewer PO Box 330316.3575 S. Lejeune Road Miami, Florida 33233-0316 T 305-665-7471 miamidade.gov ATLAS PAGE: E-8 INV#: 11495.119-1 FORM #: 201338199 DATE: 5/31/2013 NAME OF OWNER: PROPERTY ADDRESS: PROPOSED USAGE / NO. OF UNITS: REPLACES: PREVIOUS USAGE / NO. OF UNITS: PROPERTY LEGAL: FOLIO NUMBER: PREVIOUS FLOW: PROPOSED FLOW: DVS LLC M2013007723 #1 9537 NE 2 AV, 9531 NE 2 AV -VAC & 9501 NE 2 AVE VAC 1086 SF FAST FOOD REST W/20 SEATS BAY#15, 932 SF FAST FOOD REST W/15 SEATS BAY#14, 2095 SF GYM BAY#13 & 940 SF RETAIL BAY#12 PER PLANS CR B/O INV 118121 AND VF 200922903 EXHIBIT#EX 1 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 8-17 BLK 29 FOLIOS 1132060133910 &-3900 &-3890 9531 FOL10#1132060133900, 9501 FOL10#1132060133890 L _11-3206-013-3920 GALLONS PER DAY INCREASE: [ 373 940 PREVIOUS SQUARE FOOTAGE: 5,053 ❑ NEW CONSTRUCTION 1,313 PROPOSED SQUARE FOOTAGE: 5,053 , Q INTERIOR RENOVATION TI -HS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 12 INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF' WILL HAVE", UPON PROPER CONVEY NCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AG EMENT WITH THE DE RTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS 1 . OVE / ENTA A NCIE' AVING'JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL.Afaid 411 BY: Evangelos Marsellos - New Business Representative SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS: WCC'S $518.47 VF $75.00 WSC $90.00 TOTAL DUE $683.47 VALID W/PD INV MULTIPLE CC&B ACCTS PLANS REVIEW COMMENTS: CRITERIA: N/A THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) GRAVITY SEWER MAIN ABUTT NG THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE THE SUBJECT PROPERTY, (OR, IF' WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMEN SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPA SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FL BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/ HUNDRED SEVENTY THREE [373] GALLONS PER DAY INCREAS BY: INCH TO SERVE SERVICE OF SEWER T, (AGREEMENT ID # N/A ). NG JURISDICTION OVER MATTERS NTO THE DEPARTMENT'S SYSTEM MUST WAGE FLOW FOR THIS PROJECT WILL BE: THREE Evangelos Marsellos - New Business Representative SIGNATURE OF REPR TATIVE AUTHORIZED BY NEW BUSINESS COMMEN PLANS REVIEW COMMENTS: SEPTIC APPROVAL AP1074494 & AP1074504 &AP1074500 & AP1074496 DTD 5-2-2013 CONTACT NAME: KEN GROCE CONTACT PHON AUTHORIZ 3/ c�� Printed On: 5/31/2013 NB: Evanaelos Marsellos 1:48:48 PM 3 PR: 111W91:111 DEPARTMENT ROCESS NO: X2013112811 VS LLC 541 NE 2 AVENUE re. IAMI SHORES, FL 33138 i REVIEW FEE TYPE CODE WASA Y001 WASD FEES ° 11805 SW 26 STREET MIAMI, FL 33175-2474 (786) 315 2000 MISCELLANEOUS RECEIPT ./ FEE- '� 4� ,��CRIPTI[�—il , UJ0 N ` ^ '~~ '` Ri0 ("4 mit") `. 06/03/2013 UNIT FEE DESC AMOUNT 683.47 683.47 6/ ^7 M I A M I•DADE COUNTY VERIFICATION FORM EXPIRES ONE YEAR FROM DATE ON FORM miamidade.gov ATLAS PAGE: INV#: 1 9Z 90 FORM #: 201338208 DATE: Water and Sewer PO Box 330316.3575 S. Lejeune Road Miami, Florida 33233-0316 T 305-665-7471 5/31/2013 NAME OF OWNER: PROPERTY ADDRESS: PROPOSED USAGE / NO. OF UNITS: REPLACES: PREVIOUS USAGE / NO. OF UNITS: PROPERTY LEGAL: FOLIO NUMBER: PREVIOUS FLOW: PROPOSED FLOW: [DVS LLC M2013007723 #4 9501 NE 2 AVE 832 SF RETAIL #8A, 1608 SF RETAIL #7-7A, 788 SF RETAIL #6, 788 SF RETAIL #6A, 2651 SF FAST FOOD REST W/30 SEATS PER PLANS CR B/O INV#118121 VF#200922903 EXHIBIT#EX1 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 12 TO 17 INC BLK 29 11-3206-013-3920 GALLONS PER DAY INCREASE: [ 10 1,718 PREVIOUS SQUARE FOOTAGE: 6,667 ❑ NEW CONSTRUCTION 1,728 PROPOSED SQUARE FOOTAGE: 6,667 I INTERIOR RENOVATION THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 12 INCH WATER MAIN ABUTTING T E SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL AVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UN ER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF OVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. SIGNATURE OF REPRESENTATIVE NEW BUSINESS COMMENTS: PLANS REVIEW COMMENTS: CRITERIA: N/A Jose C. Villiers - New Business Representative AUTHORIZED BY W/S CC'S DUE W$13.90 VF$75.00 WSC$90.00 TOTAL DUE$178.90 VF NOT VALID W/O PD WASA INV MULTIPLE CCB# THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) _ -_ INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING Ti : VE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SE - OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, ( EMENT ID # N/A ). SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JU: : . CTION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO T DEPARTMENT'S SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAG •W FOR THIS PROJECT WILL BE: TEN [10] GALLONS PER DAY INCREASE. BY: Jose C. Villiers - New Business Representative SIGNATURE OF REPRESENTAT - AUTHORIZED BY NEW BUSINESS COMMENTS: PLANS RE COMMENTS: CONTACT NAME: KEN GROCE CONTACT PHONE: 305 205-2 AUTHORIZED BY: TIC APPROVAL #AP1074494, AP1074504, AP1074500 & AP1074496 DTD 05-02-2013 Printed On: 5/31/2013 1:54:32 PM NB: Jose C. Villiers PR: �DEPARTMENT AMER..3�� 11805 SW 26 STREET MIAMI, FL 33175-2474 (786) 315 2000 ROCESS NO: X2013112769 SV LLC 541 NE 2 AVENUE IAMI SHORES, FL 33138 REVIEW FEE TYPE CODE WASA Y001 WASD FEES MISCELLANEOUS RECEIPT 06/03/2013 UNIT FEE DESC AMOUNT 178.90 3/2013 .~:29 MORA7AN 30130F,030061 TrPM939N CFNTRAI 17A -9m MIAMI-DADE�� `t MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 06/03/2013 MUNICIPAL NO.2013-045752 FOLIO: 1132060133921: JOB SITE ADDRESS 9501 NE 2 AVE PROPOSED USE OFFICE - PROFESSIONAL BUILDINGS /INT REMODELING LEGAL MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 12 TO 17 INC BLK 29 APPLICATION TYPE ALTER INTERIOR 0,,,,,,SOFT 1 UNITS 1 FLOORS °� LLC DVS , �� - __- ,:,,,,,c,---„, ,,,>.'" () MUNICIPAL BOG OWNER NAME CONTRACTOR QUALIFIER PERMIT TYPE PERMIT TYPE CATEGORIES 0001 MUNI DATE: 6/03/2013 PR U T"_~.. ._.^' - 9.7°" .- *FRWK., 00, DERM DERM DERM FIRE FRWK 1 ASBESTOS R VI 1 MIN COMM R'V-C 1 TREE/LANDS,J �� 25000 ALTERATION & 104 1ST FIRE 114ja *AMOUNT 104.00 PAID 791.08 *UPMU 0000000. P FRONT FEE- 4AVING AND DR SBESTOS DEMO IRE UPFRT FE 1 &0PFRONT FEE F 6/ 3/2013 12:47 6262 271306030111 TCPM939J CENTRAL 791.00 80.00 140.00 225.00 32.00 25.00 ~"M="A=.:f COUNTY MULDADE COJKITY MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 06/03/2013 MUNICIPAL NO.2013-045752 PROCESS NO. M2013007723 FOLIO: 1132060133920 JOB SITE ADDRESS 9501 NE 2 AVE PROPOSED USE OFFICE - PROFESSIONAL BUILDINGS /INT REMODELING REQUIRED INSPECTIONS INIT DATE FIRE 0001 FIRE INSPECTIONS 200 FIRE HYDRA 208 FIRE TCO I 211 PRELIMINA 209 FIRE FINA MIAMI-DADE COUNTY MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 06/03/213 MUNICIPAL NO.2013-045752 PROCESS NO. M2013007723 FOLIO: 1132060133920 JOB SITE ADDRESS 9501 NE 2 AVE PROPOSED USE OFFICE -- PROFESSIONAL BUILDINGS /INT REMODELING TO SCHEDULE A FIRE I NSPECT L d, 'LE SE"---. I I T THE WEB AT WWW. MIAMIDADE. GOV/BUILDING 0R 4W: M.IAMf D IG V FIRE. YOU WILL D,I" NEED TO PROVIDE YOUR TEN l',t�WF"P'L ECTION NUMBER AND INSPECTION TYPE. THE I NSPECT LON2IYPE CRN BE . 'FOUND ON YOUR INSPECTION REQUIREMENTS ALS wi E O€?DSr CARD ,' ; �; f \i" ,� . F E OR- COHCERN9 E.6 FD1NG� flI4 NS FECT1ON I F YOU HAVE ANY QUESTIONS ONu. ,( S � . g SCHEDULING A PREL I M I NAR,'�i' i NSPECT.I Old, —_ORIS LO b' BANK TEST INSPECTION PLEASE CALL •F I RE�PRE V ENT I ON ACTT (286 331-4800. IF YOU HAVE ANY QUESTIONSO CO ERNS REGARD,I 1G AI F'�AN REVIEW, PLEASE CALL FIRE ENG I NEE 11VG; i.._.t 3,8 1 . 771.....r i6-7?,?-5-,'')Cr\i-yri . / **BE ADVISED THIS IS NOT PERMkI C }F T I,2,__ T( i ISSUED BY YOUR CORRESPONDING MUNIC . 'ALS+ UILIYINS�°DEPARTMENT/J 1; t �� ',%i , ,I#i Florida Department of Environmental Protection Division of Air Resource Management MIAMI• COUNTY Miami -Dade DERM Air Quality Management Division 701 N.W. 1St Court, 2nd Floor NOTICE OF DEMOLITION OR ASBESTOS RENOVATION Miami, Florida 33136 TYPE OF NOTICE (CHECK ONE ONLY): 0 ORIGINAL TYPE OF PROJECT (CHECK ONEONLY): $_DEMOLITION IF D EMOLITION, IS IT AN ORDERED DEMOLITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? 0 Ya IS IT A PLANNED RENOVAION OPERATION? 0 YES Facility Name I�g�i l([ G%� s Address 9 City m 0 REVISED 0 REN OVATION 0 YES ❑ CANCELLATION 0 ROOFING ❑ NO 0 COURTESY ❑ NO File a ❑ NO Process /4/4261/3 e;b7 723 State let___Zip,57y County Site Consul,t�aqntinspgcting Site Building Size -41M -4';'&511r (9fpiareFed) t of Floors da `/ Building Age in Yeas Prior Use: 0 School/College/University ❑ Residence ❑Small Business Present Use: 0 School/College/University 0 Residence 0 Small Business Facility Owner . Sr Address 2&f M Yt5 71252/17 -- Other Other Phone City L �i/� ,,'a _ State Contractor's Name_,,i id 1 etai5 Address 1790 City j-/- "now t State "YY Zip 33(91 Is the contractor exempt from licensure under section 469.002(4), F.S.? 0 YES 0 NO Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) Asbestos Removal (mm/dd/yy) Start Finish: Demo/Renovation (mm/dd/yy) Start Finish: Description of planned demolition or renovation work to be performed and methods to bef mployed including demolition o renovation techniques to be used and description of affected facility components. 449b Reotig L9teg1 I yt211 7, Zip 331 3 �y/�� Phone? 349 l&p p Procedures lo be Used (Check Alf That Apply): Strip and Removal • Clove Bag OTHER: Bulldozer u� Wrecking Ball ❑ Wet Method •1 Dry Method I 11 Explode Burn Down VI. Procedures for Unexpected RACM: ri%Af1/l i A,C774, It VII. Asbestos Waste Transporter: Name 71527 Address City.rtVt� State Zip VIII. Waste Disposal Site: Narnc i Address City State Zip IX. RACM or ACM: Procedure, including analytical methods. employed to detect the presence of RACM and Category I and II nonfriable M M Phone Amount of RACM or ACM` square feet surfacing material square feet cementitious material linear feel pipe square feet resilient flooring cubic feet of RACM off facility components square feel asphalt roofing 'Identify and describe surfacing material and other materials as applicable: I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal b - nd understood the additional information provided on the back of this form, 1.4 weer/Ore,fr t (SignaOwner/O rotor) :DERM USE ONLY (Date) (Contact phone a) Postmark/Date Received '° -6 61_0I-155 10/10 DISTRIBUTION: White-DERM Yellow -Applicant Pink -Reserve Cold -Reserve DISCLAIMER This "i's1(..)TICE OF DEMOLTFION OI.: ASBESTOS REN()\IATK)N" 'v.; required pursuant to the provisitms (...)t 40 CFR 61 Subprt M and 0uh 62-257.1301, F.A.C. and must be submitted ii)rior to any demolition or regulated asbestos abaterm...,nt activity, This dof.urnf.:?.nt is an Asbestos NotificAnon only and is not a pc.,rrnit, This N(.)! (.L OF E)EMOLITION (.)R ASBLSTOS RENt..WATION does not constitute a waiver of or approval for any federal, state,. county, or local permits that may be required for .this facility. INSTRUCTIONS for COMPLETING NOTICE OF DEMOLITION OR ASBESTOS RENOVATION The st,:ile asbestos removal program requirements of s. .376.60„ F.S., and the renovation (1' demolition notice requirements of the National Emission Standards tor Hazardous Air Pollutants i,NE.SPIAP)„ 40 CFR Part 61, Subpart embodied in Rule 62-257, T.A.C., are included on this form. Chei.t.k ti.1) indicate whether this notice IS an original, a revision, a cancellation, Or a courtesy notice (i.e., not required 1)\- la\v). If the notice is a revision, please indicate which entries have been changed or added. (...:h(,(74., o dR.:ae whether tho project is a demolition or d renovation. it you checked demolition, was it 00:10red lay the State or a local government_ agericy lt so, in addition to the information required on the form, the owner/operator must provide the n,.ime of the agency ordr.Iing the demolition, the title of the person acting On behalf of the agency, the authority for the agency to order the demolition, the date of the order, and the datc:.ordered l0 begin. A copy of he order must also be attached to the notification, it von chccked renovation, is it an emergency renovation operation? If so, in addition to the information required on the form, the owner/operator must provide the date and hour the emergency occurred, the description of the sudden, unexpected event, and an (,.xplanation of how the event caused unsafe conditions or would cause equipment damage., or an unreasonable titian( la) burden. If you c14...eked renovation and it is a planned renovation operation, please riote that the notce o effective for a period not to exceed a c.olendar y(.....at of laniary 1 through Dc,c...Trifx....I information. les section dt.,scribt..,s the facility wlee he renovation or demolition is scheduled. This address will t.)e used by the Deportment mspec for to locate the project site,. Provide the r)ame of the consultant or fir0) that conducted the asbestos site survey/inspection. For "prior use" check the appropriate box to indic„:?. whf...ither the prior use... of the facility is that of a school, colke, or university; residen(..., "residential dwelling" is detined in Rule 62-257.200, F.A.C.; small business, as defined in 5. 288,7030), F.S.; 01 other. if "othcr" is checked, identify the use. Please follov., the same instructions for "present use," 1.Complete the facility owner information. IP. Complete the contractor information, List separately the scheduled start and finish dates tmonth/day/year) for both the asbestos rernoval portion of the project and he reno\iation (0 demolition portion 01 the project, 1)escribe and check the methods and proceTkires to be used for a planned demolition or renovator Include clescription (it Hi() afft,cted 0.ility components. tNote: NESHAP !or asbestos, witii I) is ad-pred and mcorporate,l hv reerennce in Rule 62-204,800, LA.C.. requires obtaininie, [)epartment appmval prior to m:ing d (Iry rentoydi trethod in oectordance with 40 CFR section 61.145fol,i1) the pio.,odulvs 1)('U0'41 1 ho event unexpected RACNi is found or previously non i ii-,hostos oute-; crumbled; p.1v('n/d 0 iPtILICed 1..?(A•Vder Or start 01 the piojec1. cin,,letc., the asItestc.is waste transporter information. VIIIc:omplete the waste disposal site information. IX. 'Last the amount of RACM or A(..:1\1 of each •)e of asbestos to be rcffnoved. (Note: A volume rneasurement of RACivi off fa, orn;) meets is only liermissibk, if tlio engffi or area i..ould not be measured pre1iciusly,) id11111.11' desitribe the:t listed ,urfaLing ntaterial and other listed materials as applicable. V1 April 30, 2013 Mehdi Asraf Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Project Address: Project Name : Structural 9501 NE 2nd Avenue Miami -Dade County , FL Miami Shores Retail 500 West Fulton Street Sanford, Florida 32771 P.O. Box 2808 Sanford, Florida 32772- 2808 Phone: 407.322.6841 AA26000926 www.cphcorp.cona Comment #1: Provide Structural calculations Response: STRUCTURAL CALCULATIONS ARE ENCLOSED WITH THIS LETTER. Comment #2: In 4S-2, show connection details of beam to masonry & call plate, anchor & its length of embedment (connecting railing to masonry). Response: Refer to A/S-2. Comment #3: Provide Structural calcs Response: STRUCTURAL CALCULATIONS ARE ENCLOSED WITH THIS LETTER Comment # 4: CaII out grouted cells where ever anchors are embedded in CMU. Response: COMMENT NOTED: STRUCTURAL PLANS HAVE CALLED THIS OUT. Comment # 5: Provide structural Notes Response: STRUCTURAL NOTES ARE CALLED OUT ON SHEET S-0. Comment # 6: Provide details of new wall cladding. Response: SHEET A -102 -CAST CONCRETE --SILL / HEAD AND PILASTER TRIM SHALL BE ANCHORED WITH STAINLESS STEEL TAPCON SCREWS. WALL SECTION (1/A102) HAS BEEN MODIFIED WITH ADDITIONAL NOTES. If y• have any questions or concerns please let me know. Baer AIA, NCARB, LEED AP BD & C V, ' President / Associate CPH, Inc. HIGGENBOTHAM Structural Calculations For Miami Shores Retail Renovation Miami -Dade, FL � B.ci-t.tJJiI/;J.. r. ,,No OF ; HAROLD G. HIGGENBOTHAM, P.E. FLORIDA LIC. NO. 56467 3222 CORRINE DR. SUITE F ORLANDO, FL 32803 PHONE 407 -286-1787 FAX 407-286-2281 CA 26850 3222 CORRINE DRIVE, SUITE F • ORLANDO, FLORIDA 32803 P.Q. BOX 149743 • ORLANDO, FLORIDA 32814 • BUS.: 407-286-1787 • FAX: 407-286-2281 CERTIFICATE OF AUTHORIZATION NO. 26850 SHEET INDEX SHEET 1 WIND LOAD CALCULATIONS SHEET 2, 4 & 5 CONDENSOR UNIT SUPPORT BEAM CALCULATION SHEET 2 AHU-3 METAL ROOF JOIST SUPPORT CALCULATIONS SHEET 2, 6-8 HANDRAIL DESIGN CALCULATIONS SHEET 3, 9-11 CONDENSOR UNIT SUPPORT FRAME CALCULATIONS \\kAt11111 0' 1 - 67 TATE OF,' / • tioot CHr HIGGENBOTHAM ENGINEERING, INC. 3222 Corrine Dr., Ste. F Orlando, FL 32803 P.O. Box 14973 Orlando, FL 32814 Tel: 407-286-1787 Cell: 407-304-7721 lit) 10J 5 c14_edbt(e 6 C &)( o & Y e Asp U� 1f M ec1 i ke, yt,f 0\ = G f �1- = z010 SUBJECT: i� I G►M 1,514oVe5 1Z12i-a� M,'c+ w►, — t)U de , F L_ 39 1714 180 wood t1) 13 f4 vii (13) �O,I (130 = 13 = 0,404) = o/4 -()Y ((moi ie 14-0 r4,�( rOV Date: 12120 /z0 IL Sheet No: 1 Project No: Calc By: z -o s.e P Checked By: I+u ✓o id 4. Page No: (a(rov15) 6ove✓v {o4l3= 5,2-7- 3' Rbo f Loods C o vi p o vt e .i ((Add (ti 51(11.6- 7 Meat, ,14 = 13 VA_ D - 14-0 041,6, Ri"s!T cam{ eyov.� _! [l , _ ►� 0 C>Lpa5C1re CrAfeyar7j =C� Cpc; _�-1 o(8 Iv ZO so 100 + r713/-42,'7 41-)13/--11,(0 + I((l/ +14 +i6,z/-A4,o +14,//-53,8 4'- ,1 /— 4-4 /2_ 4-40,-7/-S 7,1 H/- VI, 3 +•4-4g/ - 44,+ -1-o► S1 -s3, z +13,8/-36), 13, S /-+6,a 4-13/ (-4-6 z_ �- 343/- 340 4- 36,3i- ` 1 -11 - Fro vi I4 sc & "7- I (J , 19,19 3.1- AUC!` qcI jf,+5fk,e(44- fe cfar fOr LIdy Lie /9ti-I- ,6 i)ye,54ire I, z HIGGENBOTHAM ENGINEERING, INC. 3222 Corrine Dr., Ste. F Orlando, FL 32803 P.O. Box 14973 Orlando, FL 32814 Tel: 407-286-1787 Cell: 407-304-7721 SUBJECT: O''I I e t,+1 i `1 14Ore5 Reiczi, Date: 12 /zo (Lo I Z Sheet No: 2 -- Project No: Calc By: SoSe P Checked By: µa vo 1c( !-- Page No: Covdeo1Dy vi i- I 3, 5R S 13 IU, II % I b 5�Lpa✓4 � u 353 26- \j Fvows Enevco I C) e /6 q 6 M t A( To ice. iv,.o R O e ( C, L 0,33 L = l z -E p5F D = 15 p5f- Fvo w) J 5 M f}C a fa ! act ) P �� , 3 5 , (j-Ioo✓ of f 5poi i T6tlp5 we yof";_ (o,IX I 4' 1(064 e 16 a (SUks� 0 2..00 Ki' f�=`�ZKsc Far- N51"M k3o`f- y f°`ih. 5fe G 1-1U-3 (39'i it) C 1t M o54- c �,' �, �� 1 cos e C (1 yr 5 phi t7 r- 5/, 5i, 5/24+-/ (Live Lod De L/360 Froud RE5A- 3 D N,t'e , Fy = 4z Ks c' f v ASTM A -,o4 5-1-01, i lr55 fee) i .HIGGENBOTHAM ENGINEERING, INC. 3222 Corrine Dr., Ste. F Orlando, FL 32803 P.O. Box 14973 Orlando, FL 32814 Tel: 407-286-1787 Cell: 407-304-7721 SUBJECT: M f G1 vi4 ► I4o ve 5 Re -fo,s Date: jZ/Zd /Zdlz Sheet No: Project No: Calc By: Sb se P Checked By: Rzi.val e If, Page No: Co Ocie 14 50N( z 2 j = I3G I/ 2,5 1,33 2,6 F✓ot,, R13I& 3 D ) (A5Q L7 )<zx X14 5+„/ Sfeet � fe, — y 2 K c. Ct /, J /e5 ( Sri A-301-) t ok ,',/1 /8 55 Rev: 580006 User: KW -0607045, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software Title : Miami Shores Retail Job # N/A Dsgnr: Jose Perez, P.E. Date: 10:35AM, 1 MAY 13 Description : Structural Design Scope : Steel Beam Design Page 1 miami shores retail.ecw:Calculations Description 13-1 (CU supports) General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W6X9 Center Span Left Cant. Right Cant Lu : Unbraced Length Point Loads 5.50 ft 0.00 ft 0.00 ft 5.50 ft Pinned -Pinned Bm Wt. Added to Loads LL & ST Act Together Fy 42.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Note! Short Term Loads Are WIND Loads. Ij Dead Load Live Load Short Term Location Summary #1 0.353 2.750 #2 #3 #4 #5 #6 #7 k k k ft Using: W6X9 section, Span = 5. End Fixity = Pinned -Pinned, Lu Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv / Fv 50ft, Fy = 42.0ksi = 5.50ft, LDF = 1.000 Actual 0.520 k -ft 1.122 ksi 0.045 : 1 0.202 k 0.201 ksi 0.012 : 1 Allowable 11.676 k -ft 25.200 ksi 16.850 k 16.800 ksi Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL+LL Defl) -0.005 in 167483.5 : 1 13,637.7 : 1 Force & Stress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Maximum 0.52 k -ft DL Only 0.03 Shear @ Left 0.20 k 0.03 Shear © Right 0.20 k 0.03 0.20 Center Defl. -0.005 in -0.000 -0.005 Left Cant Defl 0.000 in 0.000 0.000 Right Cant Defl 0.000 in 0.000 0.000 ...Query Defl @ 0.000 ft 0.000 0.000 Reaction @ Left 0.20 0.03 0.20 0.20 Reaction © Rt 0.20 0.03 0.20 0.20 Fa calc'd per Eq. E2-2, K*Ur > Cc I Beam, Major Axis, (102,000 * Cb / Fy)^.5 <= UrT <= (510,000 * Cb / Fy)^.5 , Fb per Eq. F1-6 I Beam, Major Axis, Fb per Eq. F1-8, Fb =12.000 Cb Af / (1 * d) «-- These columns are Dead + Live Load placed as noted --» LL LL+ST LL LL+ST Ca Center @ Center Cad Cants as Cants 0.52 k -ft k -ft k -ft k -ft 0.20 k k -0.005 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 in k k Title : Miami Shores Retail Dsgnr: Jose Perez, P.E. Description : Structural Design Scope : Rev: 580006 User: KW -0607045, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software Steel Beam Design Job # N/A Date: 10:35AM, 1 MAY 13 Page 2 miami shores retail.ecw:Calculations " Description B-1 (CU supports) LSection Properties W6X9 Depth 5.900 in Weight 9.10 #/ft Web Thick 0.170 in Ixx 16.400 in4 Width 3.940 in Iyy 2.200 in4 Flange Thick 0.215 in Sxx 5.560 in3 Area 2.68 int Syy 1.110 in3 Rt 1.030 in R-xx 2.470 in Values for LRFD Design.... R-yy 0.905 in J 0.040 in4 Zx 6.230 in3 Cw 17.70 in6 Zy 1.720 in3 K 0.465 in Solution: Envelope Higgenbotham Engineerin.. Jose Perez, P.E. N/A Handrail - Miami Shores Retail May 1, 2013 at 10:45 AM Handrail Miami Shores.r3d Company Designer • Job Number Higgenbotham Engineering, Inc. Jose Perez, P.E. N/A Handrail - Miami Shores Retail May 1,2013 10:43 AM Checked By: Joint Coordinates and Temperatures Label 1 2 X [ftp Y [ft] Z [f] _Temp [F] 0 0 0 0 T Ni N2 0 Detach From Diaphragm 3.17 0 0 Member Primary Data L1 Label M1 I Joint J Joint K Joint Rotat (deg) Section/Shape Type Design List Material Design Rules Pipe LBeam 1_ Pipe 1 A500 Gr.42 Typical 1 N1 1 N2 1 Joint Boundary Conditions Joint Label 1 N1 XLk/inl YJk/in]__ Z_[k/in]_ _ X Rot[_k-ft/radl Y Rot.[k-ft/rad Z Rot.Jk-ft/radl Footing Reaction I Reaction 1 ReactioJ_ Reaction 1 Reaction_ L Reaction Hot Rolled Steel Properties Label E ksi] G jksiJ Nu Therm (\1 E5 F) Density[k/ft^3] 1 1 A500 Gr.42 29000 1 11154 .3 L .65 1 .49 Hot Rolled Steel Section Sets Yield[ksi] 42 1 Label Pipe Shape Type PIPE 1.25 Beam Basic Load Cases Design List Material Design Rules A [in2)_ _lyy_[in4] Izz n4] J [in4] Pipe A500 Gr.42 r Typical 1 .669 1 .195 .195 .389 11-1 1 BLC Description Category 0.2K Live 1 LL X Gray...Y Gray..Z Gray... Joint Point Distributed Area (Membe) Surface (Plate), 1 1 1 2 I 501b/ft LL 1 1 Member Distributed Loads (BLC 2 : 501b/ft) Member Label M1 Direction Start Magnitude[k/ft,deg] End Magnitude[k/ft,de.. StartLocation[ft,%]_ End Location[ft,%1 X .05 _ 1 .05 0 I 3.17 Joint Loads and Enforced Displacements (BLC 1 : 0.2K Live) Joint Label L D,M Direction 1 Mag_nitude[k,k-ft in,rad k*s^2/ft] N2 L X 1 .2 Load Combinations Description Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor, 1 33% Reduc.. Yes 1 1 .67 -II_i 1 _ 2 33% Reduc.. Yes ( 2 .67 I I 1- 1 1 L 1 Envelope AISC ASD Steel Code Checks 1 Memb... Shape Code Check Loc[ft] lc She... Loc[ftt Dir lc Fa [k..Ft [ksi Fby-..Fb z...... C... C... ASD... M1 PIPE_1.251 .798 1 0 I 1 .0251 0 I j 1 ,18.41125.2127.72127.72... ,61.85;H2-1] RISA -3D Version 6.0 [C:\...\Higgenbotham\Desktop\Struc (Miami)\RISA\Handrail Miami Shores.r3d] Page 3 Company Designer Job Number Higgenbotham Engineering, Inc. Jose Perez, P.E. N/A Handrail - Miami Shores Retail May 1, 2013 10:43 AM Checked By: Envelope Joint Reactions Joint X fk Ic Y rk Ic Z rk MZ [k-ftl 1 N1 max -.111 i 2 0 11 1 0 1 1 0 1 0 1 A32 ' 1—I 2 min -.139 1 0 1 I 0 1 1 I 0 1 0 1 1 .176 2 3 Totals: max -.111 i 2 0 1 0 1 1 I 4 min -.139 1 0 1 I 0 ; 1 I I Envelope Joint Displacements Joint X [in] Ic Y [in] Ic Z [in] Ic X Rotation [rad] Ic N1 max 0 1 0 1 0 1 0 1 2 3 4 N2 Y Rotation [rad] lc Z Rotationjrad] lc 0 1T 0 2 min 0 2 0 1 0 1 0 1 max .443 1 0 1 1 0 1 0 1 min .136 2 0 1 0 1 0 1-J 0 0 0 1 0 1 -4.742e-3 2 -1.738e-2 1 RISA -3D Version 6.0 [C:\...\Higgenbotham\Desktop\Struc (Miami)\RISA\Handrail Miami Shores.r3d] Page 4 Results for LC 1, Load Higgenbotham Engineerin.. Jose Perez, P.E. N/A CU Support Frame - Miami Shores Retail D May 1, 2013 at 10:55 AM CU Frame Miami Shores.r3d Comany Desigrier Job Number Higgenbotham Engineering, Inc. Jose Perez, P.E. N/A CU Support Frame - Miami Shores Retail May 1, 2013 10:52 AM Checked By: Joint Coordinates and Temperatures X rft 1 N1 0 2 N2 0 3 N3 0 4 N4 5 5 N5 2.5 Member Primary Data Y [ft] 0 2.5 3.83 2.5 2.5 Temp [F Detach From Diaphragm 0 0 Reaction 0 0 0 0 N2 0 0 0 0 N1 1 2 3 Label M1 M2 M3 I Joint N1 N4 N2 J Joint K Joint N4 N3 N4 Rotate(deg) Section/Shape Type Design List Material Desi n Rules 1 2X2X1/4 (Col) Column Single AnglerSteel Angles (42 ksi Typical L2X2X1 /4 (COI) Column Single AnglerSteel Angles (42 ksi Typical L2x2x1/4 (Beam) 1 Beam Channel Steel Angles (42 ksi Typical Joint Boundary Conditions Rot.[k-ft/rad Y Rot.fk-ft/rad Z Rot.fk-ft/rad Footing 1 N3 Reaction Reaction Reaction 2 N2 Reaction Reaction , Reaction I 3 N1 Reaction Reaction I Reaction 4 N4 I Reaction I Hot Rolled Steel Properties 1 Label E [ksi] G [ksi] Nu Therm 01E5 F) Steel Angles (42 ksi 29000 1 11154 .3 .65 Hot Rolled Steel Section Sets Density[k/ft^3] Yield[ksi] .49 42 1 Label L2x2x1/4 (Col) L2x2x1/4 (Bea.. Shape Type Design List Material Design Rules A [in2) lyy [in4]..lzz[1n4]__ J [in4J L2X2X4 Column Single Angle Steel Angles (4... Typical .938 .348 .348 .02 L2X2X4 _Beam Channel Steel Angles (4... Typical 1 .938 .348 .348 .02 Basic Load Cases BLC Description Categogr CU (272 Ib) LL 1 X Gray...Y Gray..Z Gray... Joint Point Distributed Area (Member) Surface (Plate)] 1 1 r J 1 T Joint Loads and Enforced Displacements (BLC 1 : CU (272 lb)) Joint Label 1 N5 Load Combinations L,D,M Direction L Y Mag_nitudeRk-ft in,rad k*s^2/ft] -.136 1 Description Solve Load Yes PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC__ Factor BLC_ Factor BLC Facto; 1-1111 I 1 1 1.1 1- 1 1 C Member AISC ASD Steel Code Checks LC Member Sha_pe UC Max Lo [ft]Shear...Loc... Dir Fatksi]Ft[ksi] 1 1 M1 L2X2X4 .015 5.59 .002 5.59,_ y 5.073 25_2 - Code check based on z -z ..I 2 1 M2 L2X2X4 .002 0 .002_ 0 _I_y 5.923 25,2 - Code check based on z -z ..i{{ 3 1 M3 L2X2X4 .000 0 .012 2.5 , y 6.342 25.2 - Code check based on z -z .4 Fby[ksi] Fbz[... Cb CmyCmz Eqn RISA -3D Version 6.0 [C:\...\Higgenbotham\Desktop\Struc (Miami)\RISA\CU Frame Miami Shores.r3d] Page 3 • Corr pany Designer Job Number Higgenbotham Engineering, Inc. Jose Perez, P.E. N/A CU Support Frame - Miami Shores Retail May 1, 2013 10:52 AM Checked By: Joint Reactions LC Joint Label X fk Y fk Z fk MX fk-ft MY Ek - 1 1 I N3 -.05 I .014 .003 0 0 0 2 1 N2 -.008 .045 -.004 0 0 0 3 1 N1 .059 .027 .001 0 0 0 4 1 N4 0 0 0 0 0 0 5 1 Totals: 0 .086 0 6 1 I COG (ft): X: 2.5 Y: 2.632 I Z: 0 Joint Deflections 2 3 4 5 LC 1 1 1 1 1 Joint Label N1 N2 N3 X [in] 0 0 Y [in] 0 0 0 0 Z [in] 0 N4 N5 0 0 0 -.05 0 0 0 -.024 X Rotation [rad] 1.065e-3 1.548e-3 1.473e-3 1.548e-3 1.548e-3 Y Rotation [radL 8.356e-4 Z Rotation [rad] -2.91e-4 1.323e-3 -2.662e-3 -4.148e-4-3.236e-4 -1.313e-4 1.022e-3 -2.965e-4 3.946e-4 RISA -3D Version 6.0 [C:\...\Higgenbotham\Desktop\Struc (Miami)\RISA\CU Frame Miami Shores.r3d] Page 4 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) US Aluminum, Inc. -- Division of C.R. Laurence Co., Inc. 7500 NW 69th Avenue Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Delta Doors DHS -500" Aluminum Storefront System — L.M.I. APPROVAL DOCUMENT: Drawing No. W02-27, titled "Delta Doors Series `DHS -500' Storefront Sys.- (L.M.I.)", sheets 1 through 11 of 11, prepared by Al Farooq Corporation, dated 03-29-02 with revision F dated 09/19/11, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of 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 # 10-0308.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.minmidade.eov/Vera/ MIAMI :ADE COUNTY APPROVED MOO NOA No. 11-0927.06 Expiration Date: May 20, 2014 Approval Date: December 15, 2011 Page 1 US Aluminum, Inc. -- Division of C.R. Laurence Co„ Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02-27, titled "DHS -500 Alum Windowall Storefront Sys (L.M.I.)" Sheets 1 through 11 of 11, dated 03/29/02 with revision F dated 09/19/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series DHS -500 aluminum window wall storefront system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6554, dated 07/08/11, signed and sealed by Marlin D. Brinson, 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 along with marked -up drawings and installation diagram of series DHS -500-1 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6075, dated 10/19/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA #10-0308.02) 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 along with marked -up drawings and installation diagram of series DHS -500-1 aluminum storefront system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5662, dated 06/19/08, signed and sealed by Carlos Rionda, P.E. (Submitted under previous NOA #09-0218.05) E-1 autte-C anu ez, P.E. Product Co trot aminer NOA i. -0927.06 Expiration Date: May 20, 2014 Approval Date: December 15, 2011 US Aluminum, Inc. — Division of C.R. Laurence Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 along with marked -up drawings and installation diagram of series DHS -500 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4115, dated 03/24/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #04-0331.02) 5. 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 along with marked -up drawings and installation diagram of series DHS -500 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4042, dated 01/26/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #04-0331.02) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC 2010, prepared by Al-Farooq Corporation, dated 09/15/11, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04 . QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/12. 2. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 3. Notice of Acceptance No. 08-1118.07 issued to Oldcastle Glass Inc. for their "StormGlass Glass Interlayer", dated 03/05/09, expiring on 12/11/13. Manuel Per 4'.E. Product Control E , ; ' mer NOA No. 11-0927.06 Expiration Date: May 20, 2014 Approval Date: December 15, 2011 E-2 IJS Aluminum, Inc. — Division of C.R. Laurence Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with the FBC 2007 and FBC 2010, and of no financial interest, dated December 05, 2011, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 11-0176 issued by BNC, dated March 28, 2011, signed by Manuel Perez, P. E. 3. Tax Form W-9 "Request for Taxpayer Identification Number and Certification", dated 11/16/11, listing employer Tax Identification Number (TIN) # 45 2782767 as identification and certification of company name as: US Aluminum, Inc. G. OTHERS 1. Notice of Acceptance No. 10-0308.02, issued to Delta Doors Manufacturing Co., for their Series "DHS -500" Aluminum Storefront System — L.M.I., approved on 08/18/10 and expiring on 05/20/14. E-3 Manuel Pere .E. Product Control . er NOA No. 1 7.06 Expiration Date: May 20, 2014 Approval Date: December 15, 2011 0 ID 2 O 2 4" MAX. TYP HEAD/SILL CORNERS 2 J Z to O U 01 �J SEE SHEET 2 I 'III SEE SHEET 2 III) SEE SHEET 2 ,I I___ 11 11 I II I SEE SHEET 3 D.L OPO. SEE SHEET 2 8' MAX. ANCHOR TYPE A ONLY SECURED JAMB . - //. // O 1 1 I I Y= / // \I Cy //' // © 4'" MAX. c TYP. f L I I I �17" MAX. 1 1 1 I 1,1 I MAX. MULLION SPACING `_ T1_,' 1 , I I _- `__-- I- CORNERS DELTA DOORS SERIES `DHS -500` ALUMINUM WINDOW WALL STOREFRONT SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI-DADE COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (ITVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007/2010 FLORIDA BLDG. CODE SECTION 2003.8.4. EAU/SILL SEE SHEET 3 �� ANCHORS TYPE A, 8 OR C "-2, 3 OR 4 AT EACH SIDE OF MULL SEE SHEET 4 TYPI.A EVATIONS THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. jj, r- / / / // /. \ r/ SEE 'DELYA 000'5' IMPACT DOOR N. FOR DOOR RAMI & DETAILS. I• i 2 O 3 0 D . OPG. SEE SHEET 2 = O 1n J r1 O N 1 ' 1 I SEE SHEET 2 8" MAX. , ANCHOR TYPE A ONLY / / /, /7 tr 1\ ANCHORS A, B OR C `-.__AT DOOR MULL FO SEER QUSHEETS ANTITIES 5 & 6 4" MAX. TIP. L_ HEAD/SILL CORNERS 17" MAX. AT HEAD/SILL D.L.O. HEIGHT = FRAME HEIGHT — 5.5" (WINDOW WALL SYS. W/O HORIZONTALS) D.L.O. WIDTH = FRAME WIDTH — 5.5" (SINGLE PANEL) MULLION CL TO CL SPACING — 3.75" (MULTIPLE PANELS) INSTRUCTIONS' USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 FOR STOREFRONT MULLION AND SHEETS 5 & 8 FOR DOOR MULLION. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHARTS ON SHEET 4 FOR STOREFRONT MULLION AND CHARTS ON SHEETS 5 & 8 FOR DOOR MULLION SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS LAM. INSUL. GLASS LARGE MISSILE IMPACT Engr JAVAD. CMLAHMAD FLA. PE t 705B2 • CA.N, 3538 0,b 2011 PRODUCT RBVISED as complying with Bre Fhulds Building Code Acaplal4o I -O' 2 . O&1 EKplratnc.ion Datc ,7'j/.7W 04 By J •---=,"' Miami rado Prodwt0340 um C/1 A .n `o_ o 'N 9 u 0 8 8 m 1a TI u drawing no. W02-27 sheet 1 of 11 GLASS LOAD CAPACITY - PSP GLASS LOAD CAPACITY - PSP 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D U 1 STORE\02-2700) NOMINAL. DIMS. GLASS TYPES 'A' & 'H' GLASS TYPE 'C'Xill GLASS TYPE NOMINAL DIMS. GLASS TYPES 'A' & 'B' GLASS TYPE 'C' GLASS TYPE '0' GLASS 4 1' D.L.O. WIDTH D.L.O. HEIGHT EXT.(+) INT.(-) EXT ,(+) INT.(-) EXT.(+) INT.(-) D.L.O. WIDTH D.LO. HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) DR.(+) INT.(-) .090" INTERLAYER .075" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' STORMGLASS COMPOSITE BY 'OLDCASTLE' CORPORATION /DUCT DEVELOPMENT 3174 FAX. (305) 262-6978 28" 100.0 130.0 120.0 130.0 80.0 80.0 28" 100.0 130.0 120.0 130.0 80.0 80.0 32" 100,0 130.0 120.0 130.0 80.0 80.0 32" 100.0 130.0 120.0 130.0 80.0 80.0 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 38" 100.0 130.0 120.0 130.0 80.0 80.0 36" 100.0 130.0 120.0 130.0 80.0 80,0 40" 100.0 130.0 120.0 130.0 80.0 80.0 40"98" 100.0 130.0 120.0 130.0 80.0 80.0 Z W m m 44" 60" 100.0 130.0 120.0 130.0 80.0 80.0 44" 100.0 130.0 120.0 130.0 80.0 80.0 tN 1Io� 48" 100.0 130.0 120.0 130.0 80.0 80.0 48" 100.0 130.0 120.0 130.0 80.0 80.0 °0 LI r (o CI CI ' 1Ib 52" 100.0 130.0 120.0 130.0 80.0 80.0 52" 100.0 127.8 120.0 130.0 80.0 80.0 n I r I 56" 100.0 130.0 120.0 130.0 80.0 80.0 28• 100.0 130.0 120.0 130.0 80.0 80.0 r��J'�-��, 100.0 130.0 120.0 130.0 80.0 80.0 32" 100.0 130.0 120.0 130.0 80.0 80.0 10 I 1111 �Q I�`-! FMEMW 18 28"so' 28" 100.0 130.0 120.0 130.0 80,0 80.0 38" 100.0 130.0 120.0 130.0 60.0 80.0 ii, ill AL-FAROC ENGINEERS & P 1235 S.W. 87 A MIAMI, FLORID, TEL (305) 26451 32" 100.0 130.0 120.0 110.0 80.0 80.0 40" 102".�� 100.0 130.0 120.0 130.0 -�I-I' ��`I =� 36" 100.0 130.0 120.0 130.0 80.0 60.0 44" 100.0 130.0 120.0 130.0 80.0 80.0 80.0r 80.0 qq4 [ ] 40" 100.0 130.0 120.0 130.0 80.0 80.0 48"(11) 100.0 129.4 120.0 130.0 80.0 80.0 al 44" 66" 100.0 130.0 120.0 130.0 80.0 80.0 28" 100,0 130.0 120,0 130.0 80.0 80.0 'A' 'B' 48" 100.0 130.0 120.0 130.0 80.0 80.0 GLASS TYPE GLASS TYPE 32" 100.0 130.0 120.0 130.0 80.0 80.0 52" 100.0 130.0 120.0 130.0 80.0 80.0 36" 108" 100.0 130.0 120.0 130.0 80.0 80.0 5-500' Storefront Sys. (LM.I.)) 58" 100.0 130.0 120.0 130.0 80.0 80.0 40" 100.0 130.0 120.0 130,0 80.0 80.0 80" 100.0 130.0 120.0 130.0 80.0 80.0 44" 100.0 130.0 120.0 130.0 80.0 80.0 1/4" HEAT STREN'D GLASS c 28" 100.0 130.0 120.0 130.0 80.0 80.0 28" 100.0 130.0 120.0 130.0 80.0 80.0 .090" INTERLAYER 32" 100.0 130.0 120.0 130.0 80.0 130.00 32" 32" 100. 730,0 120.0 130.0 80.0 B0.0 SENTRYGLAS PLUS BY 'DUPONT' G- U 36" 100.0 130.0 120.0 130.0 80.0 80.0 38" 114" 100.0 130.0 120.0 130.0 80.0 80.01/4" 1/4" HEAT HEAT STREN'D GLASS STREN'D GLASS 0 40"100.0 130.0 120.0 130.0 80.0 80.0 40" 100.0 130.0 120.0 130.0 80.0 80.0 INTERLAYER V 44" 72" 100.0 130.0 120.0 130.0 80.0 80.0 44" 100.0 130.0 120.0 130.0 80.0 80.0 .090" 1/2" AIR SPACEL BUTACTTE PVB BY 'DUPONT' 48" 100.0 130.0 120.0 130.0 80.0 80.0 44-1/4" 114-1/2" 100.0 130.0 120.0 130.0 80.0 80.017 TEMP. 61.455 - J ' 52" 100.0 130.0 120.0 130.0 80.0 80.0 1/4• HEAT STREN'D GLASS v Aluminum Inc ision Of C.R. )0 N.W. 69T1-1 AVE UAI. FL 33166 _ (305) 888-0077 58" 100.0 130.0 120.0 130.0 80.0 80.0 M 60" 100.0 130.0 120.0 130.0 80.0 80.0co m N 28" 100.0 130.0 120.0 130.0 80.0 80.0 - l l y 32" 100.0 130.0 120.0 130.0 80,0 80.0 ^� c2 1 1. ( © m 1 I�'O 36" 100.0 130.0 120.0 130.0 80.0 80.0 D.L.O. WIDTH D.L.O. WIDTH n i� I� . ' I N = n 40" 100.0 130.0 120.0 130.0 80.0 80.0 I ' - N O r 44" 78" 100.0 130.0 120.0 130.0 80.0 80.0ii 48" 100.0 130.0 120.0 130.0 80.0 80.0 S 52" 100.0 130.0 120.0 130.0 BD.O 80.0 D.LO. HEIGHT V O� O NO CHANGE THIS SHEET LAN. INSUL GLASS ADDED o 58" 100.0 130.0 120.0 130.0 80.0 80,0 2 �%�� ¢ 00" 100.0 130.0 120.0 130.0 80.0 80.0 J 1IN a) " 28" 100.0 130.0 120.0 130.0 80.0 130,0 %%i% 6 GLASS TYPE 'C' GLASS 'D' 0 p $ 32" 100.0 130.0 120.0 130.0 80.0 80.0- TYPE 0 36" 100.0 130.0 120.0 130.0 80.0 60.0 GLAZING OPTIONS C , n c 40"100.0 130.0 120.0 130.0 80.0 80.0 0 44•n 84" 100.0 130.0 120.0 130.0 80.0 80.0 'iii' 48" 100.0 130,0 120.0 130.0 80.0 80.0 $ $ o 52" 100.0 130.0 120.0 130.0 80.0 80.0 d o o $ 56" 100.0 130.0 120.0 130.0 .--.8.S 60" 100.0 130.0 120.0 130.0 80.0 80.0 80.0 80.0 _ y cue W 28" 100.0 130.0 120.0 130.0 80.0 80.0 1, .--. .--. 32" 100,0 130.0 120.0 130,0 80.0 36" 100.0 130.0 120.0 130.0 80.0 80.0 80.0 Engr,.JAVAD.AHMAU • CIVIL PRODUCT REVISED as complying with the Florida Q o n 40" 100.0 130.0 120.0 130.0 80.0 80.0 FlA PE' F '70592 C.A.N. 3538 Brnlding Code eennrr.. Acceptance No ()-�-LEI.y(7 44" 90" 100.0 130.0 120.0 130.0 80.0 80.0 Expiration Date Ola g 48" 100.0 130.0 120.0 130.0 80.0 80.0.� S .h .� 5 52" too.0 130.0 120.0 130.0 80.0 80.0 NOTE: �. BY adoProdlctControl (drawing no. 56" 100.0 130.0 120.0 130.0 80.0 60,0 GLASS CAPACITIES ON THIS SHEET ARE 1 2011 BASED ON ASTM E1300-04 (3 SEC. GUSTS). .05 W02-27 .I .' '1 \ (sheet 2 of 11 JAMB & MULUON LOAD CAPACITY - PSF JAMB & MULLIONS WITHOUT INTERMEDIATE HORIZONTALS JAMB & MULLION LOAD CAPACITY - PSF JAMB & MULLIONS WITHOUT INTERMEDIATE HORIZONTALS JAMB NOMINAL DIMS. MULLION 'M1' MULLION 112' MULLION M3' MULLION M4' MULLION M5' NOMINAL DIMS. WIDTH (W) 32" 36" 40" 44" 48" 52" 56" 80" FRAME HEIGHT EXT. (4) INT. (-) 72" 80.0 EXT. (4) NT. (-) 100.0 EXT. (+) NT. (-) EXT. (4) NT. (-) EXT. (4) NT. (-) EXT. (+) INT. (-) WIDTH (W) FRAME HEIGHT JAMB EXT. (+) INT. (-) MULLION 111' EXT. (+) INT. (-) MULLION 112' EXT. (4) INT. (-) MULLION M3' EXT. (+) INT. (-) MULLION .' EXT, (4) INT. (- MULLION H5' EXT. (4) INT. (-) 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.D 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 32" 36" 40" 44° 48" 52" 56' 102" 80.0 40.0 130.0 130.0 130.0 130.0 80.0 40.0 130.0 130.0 130.0 130.0 80.0 40.0 130.0 130.0 130.0 130.0 80.0 40.0 126.1 130.0 130,0 130.0 80.0 40.0 117.0 130.0 130.0 130.0 80.0 40.0 109.5 128.1 130.0 130.0 80.0 40.0 103.2 118.8 130.0 130.0 80.0 100.0 130.0 130.0 130,0 130.0 32" 38" 40" 44" 48' 52" 58" 60" 78" 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 32" 30" 40" 44' 48' 52" 108" 80.0 40.0 130.0 130.0 130.0 130.0 80.0 40.0 130.0 130.0 80.0 40.0 121.6 130.0 130.0 130.0 130.0 130.0 80.0 40.0 111.7 128.5 130.0 130.0 80.0 40.0 103.5 119.1 130.0 130.0 80.0 40.0 96.7 111.3 122.3 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 32" 36" 40,E 44' 48" 52" 56" 60" 84" 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 32" 36" 40" 44" 48" 114" 80.0 40.0 130.0 130.0 130.0 130.0 80.0 40.0 119.8 130.0 130.0 130.0 80.0 40.0 108.7 125.1 130.0 130.0 80.0 40.0 99.6 114.7 126.0 130.0 80.0 40.0 92.2 106.2 118.7 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 1300 130.0 80.0 96.5 130.0 130.0 130.0 130.0 80.0 91.0 130.0 130.0 130.0 130.0 80.0 86.5 130.0 130.0 130.0 130.0 32" 36" 40" 44' 48" 120" 80.0 40.0 128.2 130.0 130.0 130.0 80.0 40.0 107.8 124.1 130.0 130,0 80.0 40.0 97.7 112.4 123.6 130.0 78.1 40.0 89.5 103.0 113.2 126.7 72.4 37.8 82.7 95.3 104.7 117.1 80.0 40.0 130.0 130.0 130.0 130.0 32" 36" 40" 44" 48" 52' 58" 60" 90" 80.0 100.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 130.0 80.0 95.4 130.0 130.0 130.0 130.0 80.0 88.1 130.0 130.0 130.0 130.0 80.0 82.1 130.0 130.0 130.0 130.0 80.0 77.2 80.0 40.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 80.0 40.0 130.0 130.0 130.0 130.0 32" 36" 40" 44" 48" 52" 56" 80" 96" 80.0 100.0 130.0 130.0 130.0 130.0 80.0 90.7 130.0 130.0 130.0 130.0 80.0 82.5 130.0 130.0 130.0 130.0 80.0 76.0 130.0 130.0 130.0 130.0 80.0 70.7 130.0 130.0 130.0 130.0 80.0 40.0 125.1 130.0 130.0 130.0 80.0 40.0 118.3 130.0 130.0 130.0 80.0 40.0 112,5 129.5 130.0 130.0 32" 36" 40" 44" 48" 52' 56' 98" 80.0 98.5 80.0 86.6 80.0 78.8 80.0 72.5 80.0 67.4 80.0 80.0 MULLION M2' Ix IN^4 Sx IN -3 ALUMINUM 4.7649 1.8627 STEEL 3.397 1.469 TOTAL 6ALUM+6SILX2.9 14.615 JAMB 'J1' IIx 1Nr4 4.5896 Sx N"3 1.7941 MULLION 'MI' Ix 0r4 Sx IN3 4.7649 1.8627 MULLION 113' Is IN.4 Sx IN" 3 ALUMINUM 4.7649 1.8627 STEEL 4.157 1.798 TOTAL Ix ILUM 4 2SILX 2.9 16.8202 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) AT FRAME MULUON MULLION 'M4' Ix IN"4 Sx IN"3 ALUMINUM STEEL TOTAN X 29 L 18.482 6 AW + 6 SR 4.7649 4.730 1.8627 2.046 STEEL REINFORCING LENGTHS = FRAME HEIGHTS W2 + W3 2 MULLION 'M5' Ix IN -4 Sx IN -3 4.7649 1.8627 STEEL 5.490 2.374 TOTAL 20.6869 FLA. PE 1 70592 PRODUCT REVISED es complying with tbe Florida 13silding Code Acceptance No Expiration Data Delta Doors Series 'DHS-500' Storefront Sys. (LM.I.)) .2821 Ei DEC 06 2011 drawing no. W02-27 Cal'ieet 3 of TT) JAMB & MULLION LOAD CAPACITY - PSF JAMB & MULL DNS WITH INTERMEDIATE HORIZONTALS JAMB & MULLION LOAD CAPACITY - PSF JAMB & MULL ONS WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J1' MULLION Ml' MULLION M2' MULLION M3' MULLION 'M4' MULLION 'M5' WI011 (W) 32" 36" 40" 44" 48" 52" 56" 60' FRAME HEIGHT EXT. (+) INT. (-) 72" 80.0 EXT. (+) INT. (-) 100.0 EXT. (+) INT. (-) 130.0 EXT, (+) INT. (-) 130.0 EXT, (+) INT. (-) EXT. (+) INT. (-) NOMINAL DIMS. MOTH (W) FRAME HEICHI JAMB 'Jl' EXT. (+) INT. (-) MULLION MI' EXT. (+) INT. (-) MULLION M2' EXT. (+) INT. (-) MULLION 143' EXT. (+) NT. (-) MULLION M4' EXT. (+) INT. (-) MULLION 'M5' EXT. (+) INT. (-) 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 60.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 32" 38" 40" 44' 48" 52" 56" 102" 80.0 40,0 130.0 130.0 130.0 130.0 80.0 40.0 130.0 130.0 130.0 130.0 80.0 80.0 40.0 130.0 130.0 130.0 130.0 40.0 118.5 130.0 130.0 130.0 80.0 45.0 108.6 125.0 1300 130.0 80.0 40.0 100.2 115.4 126.8 130.0 80.0 40.0 93.1 107.1 117.7 130.0 80.0 98.9 130.0 130.0 130.0 130.0 32" 38" 40" 44" 48" 52" 56" 60" 78" 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 80,0 100.0 80.0 80.0 100.0 98.2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 32" 36" 40" 44" 48' 52" 108" 80.0 40.0 130.0 130.0 130.0 130.0 80.0 40.0 129.1 130.0 130.0 130.0 80.0 40.0 116.2 130.0 130.0 130.0 80.0 40.0 105.7 121.6 130.0 130.0 80.0 40.0 96.9 111.5 122.5 130.0 80.0 40.0 89.4 102.9 113.1 126.5 130.0 130.0 80.0 89.4 130.0 130.0 130.0 130.0 130.0 130.0 80.0 83.4 130.0 130.0 130.0 130.0 32" 36" 40" 44" 48" 52" 58" 60" 84" 80.0 100.0 130.0 130.0 130.0 130.0 80.0 80.0 100.0 130.0 130.0 130.0 130.0 32' 36" 40' 44' 46" 114" 80.0 40.0 130.0 130.0 130.0 130.0 80.0 40.0 115.9 130.0 130.0 80.0 40.0 104.3 120.1 130.0 130.0 130.0 80.0 40.0 94.8 109.2 119.9 130.0 79.3 40.0 88.9 100.1 109.9 123.0 100.0 130.0 130,0 130.0 130.0 80.0 97.1 130.0 130.0 130.0 130.0 80.0 89.0 130.0 130.0 130.0 130.0 80.0 82.2 130.0 130.0 130.0 130.0 80.0 76.3 130.0 130.0 80.0 40.0 128.1 130.0 130.0 130.0 32' 36" 40" 44' 48" 120" 80.0 40.0 125.5 130.0 130.0 130.0 80.0 40.0 104.6 120.4 130.0 130.0 80.0 40.0 94.1 108.4 119.1 130.0 74.2 38.5 85.8 98.5 108.2 121.1 68.0 35.3 78.5 90.3 99.2 111.0 130.0 130.0 32" 36" 40" 44' 48" 52" 56" 60" 90" 80.0 100.0 130.0 130.0 130.0 80.0 100.0 130.0 130.0 130.0 130.0 130.0 800 92.2 130.0 130.0 130.0 130.0 80.0 83.8 130.0 130.0 130.0 130.0 80.0 70.8 130.0 130.0 130.0 130.0 80.0 70.9 128.8 130.0 130.0 130.0 80.0 40.0 119.6 130.0 130.0 130.0 80.0 40.0 111.8 128.4 130.0 130.0 32' 38" 40" 44" 48" 52" 56" 60" 98" 80.0 100.0 130.0 130.0 130.0 130.0 80.0 89.2 130.0 130.0 130.0 130.0 80.0 80.3 130.0 130.0 130.0 130.0 80.0 73.0 130.0 130.0 130.0 130.0 80.0 66.9 122.6 130.0 130.0 130.0 80.0 40.0 113.2 130.0 130.0 130.0 80.0 40.0 105.1 121.0 130.0 130.0 80.0 40.0 98.1 112.9 124.0 130.0 32" 36" 40' 44" 48' 52" 56" 98' 80.0 96.1 80.0 85.4 80.0 76.9 80.0 69.9 80.0 64.0 80.0 80.0 MULLION M2' Ix 18"4 Sx IN"3 ALUMINUM 4.7649 1.8627 STEEL 3.397 1.469 TOTAL Ix ALUM + 410. x 29 14.615 JAMB '11' Ix IN"4 Sx 61"3 4.5896 1.7941 MULLION '141' Ix 114^4 SX IN"3 4.7649 1 1.8627 MULLION '43' Ix IN"4 Sx IN"3 ALUMINUM STEEL 4.7849 4.157 1.8627 1.798 TOTAL h 0.UM+M SIL x 2A 16.8202 INTERMEDIATE HORIZONTALS WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) - AT FRAME MULLION MULLION 'M4' Ix IN"4 8x IN"3 ALUMINUM 4.7649 1.8627 STEEL 4.730 2.048 TOTAL Ix ALUM + le 011. X 29 18.482 STEEL REINFORCING LENGTHS = FRAME HEIGHTS W2 + W3 2 MULLION 145 Ix IN"4 Sx 04-3 ALUMINUM III STEEL TOTAL Iv ALl11A+k I FLA. PE # 70562 CAN. 3538 05 011 4.7849 1.8627 5.490 2.374 20.6869 PRODUCT REVISED as complying with the Florida Bulldog Code Acceptance No Ex iration Dale DY Mama ,41 Product COMM! og 1:4 Ecitlg CI ig ce drawing no. W02-27 (sheet 3.1 of 11 ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' WIDTH (8) FRAME HEIGHT A2 A3 A4 B2 B3 C2 C3 32" 36' 40" 44" 45" 48" 52" 58" 80" 72" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 127.2 130.0 130.0 130.0 130.0 130.0 130.0 114.5 130.0 130.0 130.0 130.0 130.0 130.0 104.1 130,0 130.0 130.0 130.0 130.0 130.0 101.8 130.0 130.0 130.0 130.0 130.0 130.0 95.4 130.0 130.0 130.0 130.0 130.0 130.0 88.1 123.3 130.0 130.0 130.0 130.0 130,0 81.8 114.5 130,0 130.0 130.0 130.0 130.0 76.3 106.9 130.0 130.0 130.0 130.0 130.0 32" 38" 40" 44" 45" 48" 52" 56" 60" 78" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 117.4 130.0 130.0 130.0 130.0 130.0 130.0 105.7 130.0 130.0 130.0 130.0 130.0 130.0 96.1 130.0 130.0 130.0 130.0 130.0 130.0 93.9 130.0 130.0 130.0 130.0 130.0 130.0 88.1 123.3 130.0 130.0 130.0 130.0 130.0 81.3 113.8 130.0 130.0 130.0 130.0 130.0 75.5 105.7 130.0 130.0 130.0 130.0 130.0 70.5 98,6 126.8 121.8 130.0 130.0 130.0 32" 36" 40" 44" 45" 48" 52" 56" 60" 84" 122.7 130.0 130.0 130.0 130.0 130.0 130.0 109.0 130.0 130.0 130.0 130.0 130.0 130.0 98.1 130.0 130,0 130.0 130.0 130.0 130.0 89.2 124.9 130.0 130.0 130.0 130.0 130.0 87.2 122.1 130.0 130.0 130.0 130.0 130.0 81.8 114.5 130.0 130.0 130.0 130.0 130.0 75.5 105.7 130.0 130.0 130.0 130.0 130.0 70.1 98.1 128.2 121.2 130.0 130.0 130.0 65.4 91.8 117.8 113.1 130.0 130.0 130.0 32" 36" 40" 44" 45" 48" 52" 56" 60" 90" 114.5 130.0 130.0 130.0 130.0 130.0 130.0 101.8 130.0 130,0 130.0 130,0 130.0 130.0 91.6 128.2 130.0 130.0 130.0 130.0 130.0 83.3 116.6 130.0 130.0 130.0 130.0 130.0 81.4 114.0 130.0 130.0 130.0 130.0 130.0 76.3 108.9 130.0 130.0 130.0 130.0 130.0 70.5 98.8 125.8 121.8 130.0 130.0 130.0 65.4 91.6 117.8 113.1 130.0 130.0 130.0 61.1 85.5 109.9 105.5 130.0 127.7 130.0 32" 36" 40" 44" 45" 48" 52" 56" 80" 107.3 130.0 130.0 130.0 130.0 130.0 130.0 95.4 130.0 130.0 130.0 130.0 130.0 130.0 85.9 120.2 130.0 130.0 130.0 130.0 130.0 78.1 109.3 130.0 130.0 130.0 130.0 130.0 96" 76.3 108.9 130.0 130.0 130.0 130.0 130.0 71.6 100.2 128.8 123.7 130.0 130.0 130.0 66.1 92.5 118.9 114.2 130.0 130.0 130.0 61.3 85.9 110.4 108.0 130.0 128.3 130.0 57.3 80.2 103.1 99.0 130.0 119.8 130.0 32" 36" 40" 44" 45" 48" 52" 56" 101.0 130.0 130.0 130.0 130.0 130.0 130.0 89.8 125.7 130.0 130.0 130.0 130.0 130.0 102" 80.8 113.2 130.0 130.0 130.0 130.0 130.0 73.5 102.9 130.0 127.0 130.0 130.0 130.0 71.8 100.8 129.3 124.2 130.0 130.0 130.0 67.4 94.3 121.2 116.4 130.0 130.0 130.0 62.2 87.0 111.9 107.5 130.0 130.0 130.0 57.7 80.8 103.9 99.8 130.0 120.8 130.0 ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' WIDTH (W) FRAME HEIGHT A2 A3 A4 B2 63 C2 C3 32" 36" 40" 44" 45' 48" 52" 108" 95.4 130.0 130.0 130.0 130.0 130.0 130.0 84.8 118.7 130.0 130.0 130.0 130.0 130.0 76.3 106.9 130.0 130.0 130.0 130.0 130.0 69.4 97.2 124.9 119.9 130.0 130.0 130.0 67.9 95.0 122.1 117.3 130.0 130.0 130.0 63.6 89.1 114.5 109.9 130.0 130.0 130.0 58.7 82.2 105.7 101.5 130.0 122.8 130.0 32" 36" 40" 44" 45" 46" 114" 90.4 126.6 130.0 130.0 130.0 130.0 130.0 80.4 112.5 130.0 130.0 130.0 130.0 130.0 72.3 101,2 130.0 125.0 130.0 130.0 130.0 65.7 92.0 118.3 113.6 130.0 130.0 130.0 64.3 90.0 115.7 111.1 130.0 130.0 130.0 60.3 84.4 108.5 104.2 130.0 128.1 130.0 32" 36" 40" 44" 45" 48" 120" 85.9 120.2 130.0 130.0 130.0 130.0 130.0 78.3 106.9 130.0 130.0 130.0 130.0 130.0 68.7 96.2 123.7 118,7 130.0 130.0 130.0 62.5 87.4 112.4 107.9 130.0 130.0 130.0 61.1 85.5 109.9 105.5 130.0 127.7 130.0 57.3 80.2 103.1 99.0 130.0 119.8 130.0 ANCHORS TYPES. SEE SHEET 5 FOR DESCRIPTION A2 = (2 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B2 = (2 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 = (2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A3 = 3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 113 = 3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C3 3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 3" 3" A2, B2. C$ A9. 53. C3 44 INTERMEDIATE HORIZONTAL W1 W2 a WIDTH (W) WI 2 W2 (MUWON) En.*. JAVAD. AMMO CIVIL FLA PE / 70592 C.A.N.878. DEC 0I201, .. PRODUCT REVISED as complying with the Florida Building Coda Accoplance No 'talion Data By Mi 'di mni t ade Prodaet trop (13'V z Q E � o " 0 alCe C O < 00 14 paao8 O LL Z :2;0 I '9 0 O 0 vi 0 0 0 c 3 2 yg� 5 3 0 8 8 8 8 2 s 2 1 drawing no. W02-27 (,sheet 409 11 � N W1 W2 a WIDTH (W) WI 2 W2 (MUWON) En.*. JAVAD. AMMO CIVIL FLA PE / 70592 C.A.N.878. DEC 0I201, .. PRODUCT REVISED as complying with the Florida Building Coda Accoplance No 'talion Data By Mi 'di mni t ade Prodaet trop (13'V z Q E � o " 0 alCe C O < 00 14 paao8 O LL Z :2;0 I '9 0 O 0 vi 0 0 0 c 3 2 yg� 5 3 0 8 8 8 8 2 s 2 1 drawing no. W02-27 (,sheet 409 11 DOOR MULLION LOAD CAPACITY-PSF WIDTH (W) INCHES FRAME HEIGHT INCITES WITHOUT REINF. LIGHT REINF. MEDIUM REINF. HEAVY RHINF. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) NT. (-) EXT. (+) INT. (-) 30 33 36 39 42 45 48 51 54 57 80 82 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 74.5 100.0 100.0 100.0 95.9 100.0 100.0 30 33 38 39 42 45 48 51 54 57 60 86 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 1 00. 0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 74.7 96.9 100.0 100.0 70.8 91.8 100.0 100.0 87.2 100.0 100.0 30 33 36 39 42 45 48 51 54 57 80 92 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 1 00. 0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 72.8 95.3 100.0 100.0 88.5 89.7 100.0 100.0 64.7 84.7 100.0 100.0 80.2 100.0 100.0 76.5 100.0 100.0 30 33 38 39 42 45 48 51 54 57 80 98 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 72.7 95.9 100.0 100.0 67.8 89.5 100.0 100.0 63.6 83.9 100.0 100.0 59.8 79.0 100.0 100.0 74.8 100.0 100.0 70.7 96.7 100.0 67.2 91.9 100.0 30 33 38 39 42 45 48 51 54 57 60 104 75.0 100.0 100.0 100.0 75.0 1000 100.0 100.0 74.6 99.4 100.0 100.0 68.9 91.7 100.0 100.0 84.0 85.2 100.0 100.0 59.7 79.5 56.0 74.5 100.0 100.0 100.0 100.0 70.2 96.0 100.0 66.3 90.7 100.0 82.8 85.9 100.0 DOOR MULLION LOAD CAPACITY -PSP WIDTH (W) INCHES FRAME HEIGHT INCHES WITHOUT REINF. EXT. (+) INT. (-) LIGHT REINF. EXT. (+) INT. (-) MEDIUM REINF. HEAVY REINF. EXT. (+) INT. (-) EXT. (+) INT. (-) 30 33 38 39 42 45 48 51 54 57 60 110 75.0 100.0 100.0 100.0 69.7 96.9 1000 100.0 63.9 88.8 100.0 100.0 59.0 82.0 100.0 100.0 54.8 76.1 100.0 100.0 51.1 71.1 97.2 100.0 66.6 91.2 100.0 82.7 85.8 100.0 59.2 81.0 100.0 56.1 76.8 97.8 53.3 72.9 92.7 30 33 36 39 42 45 48 51 54 57 50 118 95.9 100.0 100.0 87.1 100.0 100.0 79.9 100.0 100.0 73.7 100.0 100.0 68.5 93.7 100.0 83.9 87,4 100.0 59.9 82.0 100.0 56.4 77.2 98.1 53.3 72.9 92.6 50.5 89.0 87.7 47.9 65.6 83.4 30 33 36 39 42 45 48 51 54 57 60 120 89.6 100.0 100.0 81.4 100.0 100.0 74.7 100.0 100.0 68.9 94.3 100.0 64.0 87.6 100.0 59.7 81.7 100.0 56.0 78.6 97.4 52.7 72.1 91.6 49.8 68.1 86.6 47.1 64.5 82.0 44.8 81.3 77.9 WITHOUT REIM. LIGHT 58186 Ix IN"4 S9: IN -3 59.6 81.8 100.0 ALUMINUM 4.9848 1.9567 STEEL 1.8775 .8119 TOTAL 4ALU4+451192.9 10.4296 SUBSTRATE TOTAL N0. OF ANCHORS AT DOOR MULLION HEAD WITHOUT REINF. UGHT REINF. MEDIUM REINF. HEAVY REINF. WOOD 7 I0 CONCRETE 4 5 5 6 METAL 4 4 4 5 2 ix W2 WIDTH (w) - WI + W2 2 • 0 E4 DELTA DOORS OUTSWING DOORS SEE SEPARATE OA u wt W1 W2 1 / 11__, 7-- / WIDTH (W) = W1 + W2 2 4 SUBSTRATE TOTAL N0. OF ANCHORS AT 0006 MULLION SILL WITHOUT REINF. LIGHT REINF. MEDIUM REINF. HEAVY REINF. CONCRETE 4 5 5 6 SUBSTRATE WOOD CONCRETE METAL TOTAL N0. OF ANCHORS AT DOOR MULLION HEAD WITHOUT REINF. 4 4 LIGHT REINF, 7 5 4 MEDIUM REINF. 9 5 4 HEAVY REINF. 10 5 SUBSTRATE TOTAL N0. OF ANCHORS AT DOOR MULLION SILL WITHOUT REINF. LIGHT REINF. MEDIUM REINF. HEAVY REINF. CONCRETE 4 5 5 6 STEEL REINFORCING LENGTHS = FRAME HEIGHTS MEDIUM REINF IR N484 4-98 3.2021 ALUMINUM STEEL Sx IN'3 1.9567 1.3847 TOTAL Ix ALUM + 4SIL52.9 14.2709 .1MVY BEIM, Ix IN -4 Sx IN -3 AmaNum 4.9848 1.9587 STEEL 4.5354 1.9614 TOTAL 18.1375 ANCHORS AT MTG. STILES SEE DOOR NOA DELTA DOORS OUTSWING DOORS SEE SEPARATE NOA WI + W2 2 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex ration Datet ob 02 FA(. (305) 884-3111 vi 8 23 drowing no. W02-27 DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. )IO1N REINF. MEDIUM REINF. HEAVY REINF. FRAME HEIGHT INCHES WIDTH (W1) INCHES WIDTH (92) INCHES 90 60 48-1/4 52-1/4 58-1/4 64-1/4 EXT. +) INT. (-) 100.0 EXT. (+) NT. (-) 100.0 EXT. + INT. -) 100.0 DOOR MULLION LOAD CAPAC TY - PSF NOMINAL DIMS. LICHT REINF. MEDIUM REINF. HEAVY REINF. FRAME HEIGHT INCHES WIDTH (W1) INCHES WIDTH (W2) INCHES EXT. + INT. -) EXT. (+) INT. (-) INT t±) 100.0 100.0 100.0 97.1 100.0 100.0 91.5 100.0 100.0 64 46-1/4 52-1/4 58-1/4 64-1/4 100.0 100.0 100.0 100.0 100.0 100.0 94.7 100.0 100.0 89.4 100,0 100.0 72 46-1/4 52-1/4 58-1/4 64-1/4 100.0 100.0 100.0 95.7 100.0 100.0 90.3 100.0 100.0 65.4 100.0 100.0 84 46-1/4 52-1/4 58-1/4 64-1/4 94.3 100.0 100.0 89.1 100.0 100.0 84.4 100.0 100.0 108 60 46-1/4 52-1/4 58-1/4 64-1/4 89.1 94.5 100.0 65.1 89.0 100.0 61.5 84.1 100.0 58.3 79.7 100.0 64 46-1/4 52-1/4 58-1/4 64-1/4 86.9 91.5 100.0 83.1 86.4 100.0 59.8 81.8 100.0 56.7 77.8 98.8 72 46-1/4 52-1/4 58-1/4 64-1/4 63.0 86.1 100.0 59.6 81.5 100.0 56.8 77.4 98.4 53.9 73.7 93.7 84 46-1/4 52-1/4 58-1/4 57.8 79.1 100.0 55.0 75.2 95.6 52.4 71.7 91.2 80.1 100.0 100.0 96 60 48-1/4 52-1/4 58-1/4 64-1/4 93.3 100.0 100.0 87.5 100.0 100.0 82.4 100.0 100.0 77.8 100.0 100.0 64 46-1/4 52-1/4 58-1/4 64-1/4 90.8 100.0 100.0 85.1 100.0 100.0 80.2 100.0 100.0 75.9 100.0 100.0 72 46-1/4 52-1/4 58-1/4 64-1/4 85.6 100.0 100.0 80.7 100.0 100.0 76.3 100,0 100.0 72.4 99.0 100.0 84 46-1/4 52-1/4 58-1/4 64-1/4 79.1 100.0 100.0 114 60 46-1/4 52-1/4 58-1/4 64-1/4 60.4 82.6 , 100.0 57.0 77.9 99.1 53,9 73.8 93.8 51,1 70.0 88.9 64 46-1/4 52-1/4 58-1/4 64-1/4 58.4 80.0 100.0 55.2 75.6 52.3 71.6 98.0 91.0 49.7 68.1 86.5 72 46-1/4 52-1/4 58-1/4 64-1/4 54.9 75.1 95.4 52.0 71.2 90.5 49.5 87.7 86.0 47.2 64.5 82.0 84 46-1/4 52-1/4 50.3 68.8 87.4 47.9 65.5 83.3 74.8 100.0 100.0 71.1 97.2 100.0 87.6 92.8 100.0 102 60 46-1/4 52-1/4 58-1/4 64-1/4 79.8 100.0 100.0 75.0 100.0 100.0 70.8 96.9 100.0 67.0 91.8 100.0 64 48-1/4 52-1/4 58-1/4 64-1/4 77.4 100.0 100.0 72.9 99.7 100.0 68.9 94.2 100.0 65.3 89.3 100.0 72 46-1/4 52-1/4 58-1/4 64-1/4 73.0 99.9 100.0 120 80 46-1/4 52-1/4 58-1/4 64-1/4 53.2 72.8 92.6 50.3 68.8 87.4 47.7 65.2 82.9 45.3 61.9 78.7 64 46-1/4 52-1/4 58-1/4 84-1/4 51.5 70.4 89.5 48.7 56.6 84.7 48.2 63.3 80.4 44.0 60.2 76.5 72 48-1/4 52-1/4 58-1/4 48.2 86.0 83.9 45.8 62.7 79.7 43.6 59.7 75.9 64 46-1/4 44.1 60.3 76.7 68.9 94.3 100.0 65.3 89.4 100.0 62.1 85.0 100.0 84 46-1/4 52-1/4 58-1/4 64-1/4 67.2 63.8 91.9 100.0 87.3 100.0 60.7 83.0 100.0 57.9 79.2 100.0 LIGHT REINF Ix IN"4 Sx IN"3 ALUMINUM 4.9848 1.9567 STEEL 1.8775 .8119 TOTAL h NOM + N SR. X 2.9 10.4296 MEDIUM REINF ix 1N"4 Sx IN"3 ALUMINUM 4.9848 1.9567 STEEL 3.2021 1.3847 TOTAL Ix AIOY+h S11 X 2.9 14.2709 x 2 DELTA DOORS OUTSWING DOORS SEE SEPARATE NOA W2 \ ` / \/ \ P MI / 1 W1 ANCHORS AT MTG. STILES SEE DOOR NOA TOTAL N0. OF AT DOOR MULLION ANCHORS REOD. HEAD UPTO 75 PSF UPTO 75 P54 UPTO 100 PSF NO. AT NO. AT NO. AT 1.10. AT N0. AT N0. AT SUBSTRATE TRANSOM FIX. LITE TRANSOM FIX. LITE WOOD 4 5 6 6 CONCRETE 3 3 3 4 METAL 2 3 3 3 DELTA DOORS OUTSWING DOORS SEE SEPARATE NOA W2 \ ` / \/ \ P MI / 1 W1 ANCHORS AT MTG. STILES SEE DOOR NOA STEEL REINFORCING LENGTHS = FRAME HEIGHTS 116AVY REINF 19 1N"4 ALUMINUM 4.9848 Sx or -31.9567 STEEL 4.5354 1.9614 TOTAL h 8.614 ♦ h Sit X 2.9 18.1375 02190 JAVAD AHMAD CIVIL FLA: PE # 70592 C.P.N.3538 . PRODUCT REVISED as c:anplying with Iho Florida Anil:iog Code • Acceptance No ration Daae By ///....A,r Miami elide Prodact e. �814- STORE\02-27DD i%1 0 0 a u 0 56 80 Y 3 92 0 A 0 A 0 N 88 8" 8 c .i 0 drawing no. W02-27 (sheet 6 of 11 TOTAL NO OF ANCHORS RE00. AT DOOR MULLION SILL UPTO 75 PSF UPTO 100 PSF NO. AT NO. AT N0. AT N0. AT SUBSTRATE DOOR FIX. UTE DOOR FIX. LITE CONCRETE 2 3 2 4 STEEL REINFORCING LENGTHS = FRAME HEIGHTS 116AVY REINF 19 1N"4 ALUMINUM 4.9848 Sx or -31.9567 STEEL 4.5354 1.9614 TOTAL h 8.614 ♦ h Sit X 2.9 18.1375 02190 JAVAD AHMAD CIVIL FLA: PE # 70592 C.P.N.3538 . PRODUCT REVISED as c:anplying with Iho Florida Anil:iog Code • Acceptance No ration Daae By ///....A,r Miami elide Prodact e. �814- STORE\02-27DD i%1 0 0 a u 0 56 80 Y 3 92 0 A 0 A 0 N 88 8" 8 c .i 0 drawing no. W02-27 (sheet 6 of 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING d' .ED0E GIST.a 1BY OR 2BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 4. EDGE DIST. METAL STRUCTURES EDGE DIST O A w N 0 0 J 0 • pi �I ' OI it i1 I � `I I ID l i t !I 4; 11% 10 I I_ III !1 0 a 0 it it WOOD BUCKS AND METAL STRUCTURES NOT BY DELTA DOORS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. ULTRACON BY 'ELCO' DIRECTLY INTO CONC. OR MASONRY 1-3/8" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'— #14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE '8'— TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. e e n a 9. ,. EDGE DIST. F.ngr: JAVAO AHMAD CML FLA. PE # 78192 CAN. 35S8 TYPICAL ANCHORS SEE ELEV. FOR SPACING 2011. PRODUCT REVISED as complying with tha Florida G aildiiig Code Acceptance No I Expiration Data R Miam 1BY OR 2BY WOOD BUCKS 1/4" MAX. SHIM SECURED JAMB 1/4-20 X 2" MS W/ WASHER & NUT AT 27" 0.C. MAX. 1/4" MAX. 5111 TYPICAL ANCHORS .SEE ELEV. FOR SPACING M D.L OPG. EXTERIOR FRAME WIDTH D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 UNSECURED JAMB STEEL REINFORCING OPTIONAL SEE CHART ON SHEET 3 MIN & MAX. CAP SEE CHART BELOW SIUCONE DOW CORNING 790 DEPTH = 3/8" MIN. 11AX FRAME HEIGHT GAP MIN. MAX. 72" 1/4" 3/4" 84" 3/16" 3/4" 90" 5/16" 3/4" 108" 120" 5/16" 3/8" 3/4" 3/4" ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM 3 METAL STRUCTURE 1/4" MAO. SHIM LLI TYPICAL ANCHORS SEE ELEV. FOR SPACING Entpr:•'JAVAD.L AHMAD CM • FLA PE d 70592 C.A.N. 3538 2011`' PRODUCT REVISED aa complying with the Florida BMilding Code Acceptance No notion Dalt! 4" ro 2, 00 co •n v • i 00 o . nc drawing no W02-27 (sheet 8 of 1 1 MIAMI-DADE COUNTY +ROVED IMPACT RESISTANT TRANSOM BY 'DELTA DOOR' UNDER SEPARATE APP9OVAL ==.T 1 1 II II JI _� ice' 1� a D.L. OPG. G WITHOUT REINFORCING J 1 I I il- IP1MLDADECOUNYAPPROVEO de �`yI y N mMOSNMEMIlli ERMOMMNM i ✓ 1 I i MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT DOOR BY 'DELTA DOOR' UNDER SEPARATE APPROVAL J I _1 LEAF WIDTH ILd t1L__1 J MEDIUM REINFORCING STEEL REINFORCING SEE SHEETS 5 AND 8 FOR CAPACITY G UGHT REINFORCING SEE SEPARATE 'DELTA' NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. 4 ,� 1 I 1 _JI 1 emilimei:t. � �_ -- I1 y j='rte 1I-- `1 1 _ '----, 0_;t,- LEAF WIDTH G HEAVY REINFORCING �a rE ✓1l I n 1 J ,I L—�Y-ie- 7 J I J J T -i 1 J,rr< PRODUCT WISED �- --.t ---es complying with the Florida Ed Building Coda IAcceptance No IJ•mrr_ 1 lixpiration Date 1 J I v,— ---- �--:J JBy 11/ 1Miani Iade Produ J Epgr: JAVAD AHMAD CIVIL FLAT PEM 7. -92 C.A.N. 3538 DEC 05 r 1 I 5 x 8 8 0 o o w w 0 A Y drawing no. W02-27 sheet 9 O-Fril 4.984 1.750—d 1.000 O FRAME JAMB/MULLION Ofi POCKET FILLER OO SNAP IN COVER 1.750 — .094 1.750 1.000 r 1.952 25 .250-1 I_ .125 .250 1.063 3.946 0 FRAME HEAD/SILL 1.000 1.750 1.000 4.952 `J 1.063 3.948 FRAME HORIZONTAL -.094 I � 1.096 1.952 .135-a 3.507 5.000 0 DOOR MULLION 4.000 4.625 DOOR MULL REINF. CHANNEL LIGHT DOOR MULL DOOR MULL REINF. BAR REINF. CHANNEL 17 HEAVY 18 MEDIUM/HEAVY .250-x{ r 4.000 4.625 STOREFRONT MULLION STEEL REINFORCING 36 KSI MIN. 1.127 r_1.264 875 OO GLAZING STOP (LAM. GLASS) 947 1.1;27 d 8 GLAZING STOP (LAM. INSUL. GLASS) Engr: JAVAD AHMAD CML FLA. 'PE jl 70592 CA.N. 3538 E 05 2011 PRODUCT REMISED ea complying with the Florida 3alWln9 Code Acceptance No irelion Date 1 of 0 i n 0 6 5 6 5 0 5 6 0 drawing no W02-27 (sheet 10of11 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 OLD -103 AS REQD. FRAME HEAD/SILL 6063-T5 - 2 OLD -104 AS REQD. FRAME HORIZONTAL 6063-T6 - 3 DLD-100 AS REQD. FRAME JAMB/MULLION 6063-T6 - 4 DLD-102 AS REQD. GLAZING STOP (IAM. GLASS) 6063-75 - 4A OLS -132 AS REQD. GLAZING STOP (LAM. INSUL. GLASS) 6063-T5 - 6 DLD-101 AS REQD. POCKET FILLER 6063-T6 - 7 BCE -475 AS REQD. SNAP IN COVER, 2-1/2" LONG 6063-T6 - 8 - AS REQD. GLAZING GASKET (LAM. GLASS) NEOPRENE - 8A TR -3235E AS REQD. GLAZING GASKET (LAM. INSUL. GLASS) EPOM - 9 - AS REQD. GLAZING COMPOUND SILICONE DOW 995 10 V-2206 AS REQD. GLAZING TAPE - NORTON 11 - AS REQD. SETTING BLOCK AT 1/4" POINTS NEOPRENE 1/8" X 3/4" X 2' LONG 11A TX170050 AS REQD. SETTING BLOCK AT 1/4' POINTS NEOPRENE - 12 #12 X 1-1/4" 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL - 13 - AS REQD. MULLION REINFORCING CHANNEL, FULL LENGTH STEEL 1-5/16 X 4-5/8 X 3/16" 13A - AS RE00. MULLION REINFORCING CHANNEL, FULL LENGTH STEEL 1-1/8 X 4-5/8 X 1/4" 14 - AS REQD. MUWON REINFORCING BAR, FULL LENGTH STEEL - 15 DLD-124 2/DOOR DOOR MUWON 6063-T8 - 16 - A5 REQD. DOOR MULLION REINF. CHANNEL, FULL LENGTH (LIGHT) STEEL - 17 - AS REQD. DOOR MULLION REINF. CHANNEL, FULL LENGTH (MEDIUM/HEAVY) STEEL - 18 - AS REQD. DOOR MULLION REINFORCING BAR, FULL LENGTH (HEAVY) STEEL - Enyr. JAVAD AHMAO. CML FLA. C.A.NPE. f 57059238 '✓.ODUCT RF.4ISED complyigs.vdth the Markle 3n117in6 Code Ac1,bp18ace No Eupimtioa Date IJ I" de Product VW �4 4" 5 0 O 5 E U U) v 4 9 4 4 2 a m v 8 R S 8 S' oc drawing no. W02-27 (sheet 11 of 11) DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Rootn 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/neral US Aluminum - Division of CR Laurence Company 7500 NW 69 Ave Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "DH -350" Outswing Aluminum Door w/wo Transom — L.M.I. APPROVAL DOCUMENT: Drawing NO. W04-83, titled "Series -D1-1-350 Alum Out -Swing Entrance Door", sheets 1 through 8 of 8, dated 10/05/2004, with last revision E dated 06/21/2012, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LIMITATIONS: 1. The Doors are not rated for water infiltration. 2. Design pressure rating is based on Iock stile reinforcement & lock options. 3. The frame jamb item #3 (5"xl"x3.5") is rated to max. DP = 70 psf only. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of 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 # 10-0121.10 and consists of this page 1 and evidence sheets E-1 and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•DADE COUNTY APPROVED 'a/ 67*3 i2. NOA No. 12-0406.03 Expiration Date: February 10, 2015 Approval Date: June 28, 2012 Page 1 U$ Aluminum - Division of CR Laurence Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing NO. W04-83, titled "Series -DH -350 Aluin Out -Swing Entrance Door", sheets 1 through 8 of 8, dated 10/05/2004, with last revision E dated 06/21/2012, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Large Missile Impact Test per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 5) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6545, dated 08/24/2011, signed and sealed by Marlin D. Brinson, P. E. "Submitted under NOA # 04-1123.01" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Water Infiltration resistant Test (Not Performed) 3) Uniform Static Air Pressure Test, Loading 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 Entiy Test, Per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4254, dated 06/28/04, FTL-4306, dated 08/31/04 and FTL-4254, all signed and sealed by Edmund() Largaespada, P. E. C. CALCULATIONS "Submitted under NOA # 07-1012,04" 1. Anchor verification, comparative and structural analysis, prepared by AL- Farooq Corporation, dated 04/26/06 and last revised on June 25, 2008, signed and sealed by Dr. Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Per pitting, Environment, and Regulatory Affairs (PERA) Carlos M. Utrera, P. E. Product Control Examiner NOA No. 12-0406.03 Expiration Date: February 10, 2015 Approval Date: June 28, 2012 E-1 U Alumi»um - Division of CR Laurence Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02, issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont SentryGlas® Interlayer", expiring on 01/14/2017. 2. Notice of Acceptance No. 08-0520.08, issued to Solutia, Inc. for "Vanceva Composites Glass Interlayer", expiring on 12/11/2013. 3. Glazing complies w/ ASTME-1300-04. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by Al- Farooq Corporation, dated 03/23/2012, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 07-1012.04" 2. Statement letter dated 03/19/2007 issued by Delta Doors, clarifying legal name as "Video Industries DBA Delta. Doors Mfg.", signed by Melisa Martinez. "Submitted under NOA # 04-1123.01" 3. Statement letter of code compliance and no financial interest, dated 06/25/2008, signed and sealed by Dr. Humayoun Farooq, P.E. G. OTHER 1. Test proposal # 11-0181, issued by Miami -Dade County Product Control. E-2 60frtiVil Carlos M. Utrera, P. E. Product Control Examiner NOA No. 12-0406.03 Expiration Date: February 10, 2015 Approval Date: June 28, 2012 43 11/16" FRAME WIDTH 41 3/4" MAX. LEAF WIDTH 32 5/8" MAX. D.L. OPG. 2 1/2" MAX. S 15 1/2' TYP. 1 m •d - / / / r. \ Ie, II N 3 1/2" MAX. 15 1/2" -oil TYP. SERIES 0 SERIES DH -350 ALUMINUM OUT -SWING ENTRANCE DOOR SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF SINGLE (X) AND DOUBLE (XX) DOORS W/0 TRANSOM. SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF SINGLE (0/X) AND DOUBLE (0/XX) DOORS WITH TRANSOM. DOORS CAN ALSO 8E USED WITH DHS -500 STOREFRONT SYSTEM. FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NOA FOR DOOR MULLION CAPACITY. THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 86 3/4" 2 1/2" MAX. FRAME WIDTH 41 3/4" MAX. DOOR OPNG. ANCHORS AT MTG. STILE AT 3" 0.C. MAX. SEE CHART BELOW FOR QUANTITIES LEAF WIDTH 32 5/8" MAX. HEIGHT URFACE APPLIED FALSE MUNTINS MAY BE USED O D.L. OPG. 15 1/2 MAX• 75 PSF 96 IN. 5 Ii, \`\' TYP. 107-1/2 IN. 5 FRAME HEIGHT 107 1/2' MAX. LEAF HEIGHT 93 3/B' MAX. O.L. OPG. I I 1 I 1 _ 100 PSF 98 IN. 6 4 4 / 7 5 5 — _ ®C1/ / / y / 0 Ial \ _ //I _A__L____ / / / I 1 s 1 1 ^\ 1 \ I _ • ii \ -IT____ II \ 11 \ii K --iii - I1 \ I \ \ , -7ii�-- / / / 1 i 1 / 1/ Lr 11 _ a 1 \ 1 1;1 ' / ', - N,.. 15_1/2 MAX. \ 3 1/2" MAX_ TYPICAL ELEVATIONS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ANCHORS AT TRANSOM ENDS READ. AT DOUBLE DOORS ONLY (5) FOR WOOD INSTALLATIONS (4) FOR CONC. INSTALLATIONS io 0 ow 86 3/4" FRAME WIDTH 82" O.L. OPG. U /!/ K = b - 0 / / I\ \ 3-1/2" MAX. L r OII \\ e \\ NUMBER OF ANCHORS AT 670. STILE ENDS MAXIMUM DOOR OPNG. SUBSTRATE DESIGN LOAD HEIGHT W000 CONCRETE METAL 75 PSF 96 IN. 5 3 3 107-1/2 IN. 5 4 4 100 PSF 98 IN. 6 4 4 107-1/2 IN. 7 5 5 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 151/2" p MAX. TYP. / / I/ I; I 32 1/8" MAX. O.L. OPG. 41 3/4" MAX. r— L_ LEAF WIDTH PRODUCT WARD 1lecomplying wide We ltodde %Odin, Code Aooepleeoe No EApilot THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT• REOIRE0. Eng,: JAVAD AMMO -- FLA. 'PSN#'/0992 C.A.N. 3538 L tt 81 zot2 0 Series '01-1-350' Aluminum Out—Swing Door (LM.1.) 0 0 n u v 8 a G 0 D O c 50 8 drawing no. W04-83 sheet 1 of 8 US ALUMINUM STOREFRONT SYSTEM - SEE SEPARATE NOA n.c_ DOOR OPNG. WIDTH SEE CHART BELOW • • 5 0 43-11/16" MAX. FRAME WIDTH ( X ) SINGLE ENTRANCE DOORS W/0 TRANSOM DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'A' & 'B' GLASS TYPE 'B' LOCK OPTION I LOCK OPTIONS 2 & 3 LOCK OPTION 3 LOCK STILE UN -REINFORCED LOCK STILE UN -REINFORCED LOCK STILE REINFORCED LOCK STILE REINFORCED DOOR OPNG. WIDTH DOOR OPNG. HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 32" 70.0 75.0 100.0 100.0 36"96" 70.0 75.0 100.0 100.0 39" 70.0 75.0 100.0 100.0 41-3/4 70.0 75.0 100.0 100.0 32" 102„ 70.0 75.0 100.0 100.0 36" 70.0 75.0 100.0 100.0 39" 70.0 75.0 100.0 100.0 41-3/4" 70.0 75.0 100.0 100.0 32" 107-1/2" 70.0 75.0 100.0 100.0 36" 70.0 75.0 100.0 100.0 39" 70.0 75.0 100.0 100.0 41-3/4" 70.0 75.0 100.0 100.0 FOR LOCK OPTION DESCRIPTION SEE SHEET 7. LOCK STILE LOCK STILE UN -REINFORCED REINFORCED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 US ALUMINUM STOREFRONT SYSTEM IL SEE SEPARATE NOA 1 IF... DOOR OPNG. WIDTH SEE CHART BELOW 86-3/4 MAX. FRAME WIDTH ( XX ) --9 DOUBLE ENTRANCE DOORS W/0 TRANSOM DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'A' & 'B' GLASS TYPE 'B' LOCK OPTION I LOCK OPTIONS 2 & 3 LOCK OPTION 3 LOCK STILE UN -REINFORCED LOCK STILES UN -REINFORCED LOCK STILES REINFORCED LOCK STILES REINFORCED DOOR OPNG. WIDTH DOOR OPNG. HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 64" 70.0 75.0 100,0 100.0 72"96" 70.0 75.0 100.0 100.0 78" 70.0 75.0 100.0 100.0 83-1/2" 70,0 75.0 100.0 100.0 84" 70.0 75.0 100.0 100.0 72"102" 70.0 75.0 94.9 100.0 78" 70.0 75.0 94.7 100.0 83-1/2" 70.0 75.0 91.1 100.0 64" 107-1/2" 70.0 75.0 84.4 100.0 72"70.0 70.0 77,3 100.0 78" 700 70.0 77.3 100.0 83-1/2" 70.0 70.0 76.7 100.0 FOR LOCK OPTION DESCRIPTION SEE SHEET 7. PRODUCT NEVEM) alyiadw Ya Florida lAgawam Elprationit CZ Ry Product Comrd LOCK STILES UN -REINFORCED Engn AYAQ ANMAO. CIYII. FIA.' PE 5 70692 C.A.N, 3538 "i212UN12 LOCK STILES REINFORCED ro‘V z O a� F, 14 0 r) 0 V J 41 0 8 8 0 0 a 0 8 v 0 8 8 0 8 8 4 0 qm 8 0 a 0 0 0 3 0 c 3 0 0 o 1 drawing no. W04-83 sheet 2 of 8 SINGLE ENTRANCE DOORS WITH TRANSOM DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'A' & 'B' CLASS TYPE 'B' LOCK OPTION 1 LOCK OPTIONS 2 & 3 LOCK OPTION 3 LOCK STILE UN-REINFORCEDUN-REINFORCED LOCK STILE LOCK STILE REINFORCED LOCK STILE REINFORCED OPNG. MOTH INCHES DOOR HEIGHT INCITES TRANSOM HEIGHT INCHES EXT.+ INT. (-) EXT.(+)EXT. INT. -) (8) INT. (-) EXT. `+) INT. (-) 32 TO 41-3/4 80 TO 108 6 TO 40 •• 70.0 75.0 100.0 100.0 FOR LOCK OPTION DESCRIPTION SEE SHEET 7. ODOR OPG. WIDTH SEE CHART ABOVE 43-11/18" MAX. FRAME WIDTH ( O/X ) a. 1/4" HEAT STREN'D GLASS LOCK STILE LOCK STILE UN -REINFORCED REINFORCED US ALUMINUM STOREFRONT SYSTEM SEE SEPARATE NOA 13/16" MIN. TYP. GLASS BITE GLAZING DETAIL AT TRANSOM 1/4" HEAT STREW° GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' z � j GLASS TYPE 'A' 9/16" OVERALL LAMINATED GLASS 1/4" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/4" HEAT STREN'D GLASS GLASS TYPE 'B' 9/16" OVERALL LAMINATED GLASS GLAZING OPTIONS DOUBLE ENTRANCE DOORS WITH TRANSOM DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'A' & '8' GLASS TYPE 'E' LOCK OPTION 1 LOCK OPTIONS 2 & 3 LOCK OPTION 3 LOCK STILE UN-REINFORCED'UN-REINFORCED LOCK STILE LOCK STILE REINFORCED LOCK STILE REINFORCED OPNG. WIDTH INCHES DOOR HEIGHT INCHES TRANSOM HOOK INCHES EXT. +) INT. -) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. + INT. - 7880 12 70.0 75.0 100.0 100.0 83-1/2 12 70.0 75.0 97.5 100.0 78 84 12 70.0 75.0 100.0 100.0 83-1/2 12 70.0 75.0 93.5 100.0 78 90 12 70.0 75.0 100.0 100.0 83-1/2 12 70.0 75.0 88.0 100.0 72 96 12 70.0 75.0 100.0 100.0 78 12 70.0 75.0 96.7 100.0 83-1/2 12 70.0 75.0 83.1 100.0 72 102 12 70.0 75.0 100.0 100.0 78 12 70.0 75.0 91.6 100.0 83-1/2 12 70.0 75.0 78.7 100.0 72 107-1/2 12 70.0 70.0 77.3 100.0 78 12 70.0 70.0 77.3 100.0 83-1/2 12 70.0 70.0 74.8 100.0 DOOR OPNG. WIDTH SEE CHART ABOVE '86-3/4" MAX. FRAME WIDTH ( 0/XX ) FOR LOCK OPTION DESCRIPTION SEE SHEET 7. i LOCK STILES UN -REINFORCED LOCK STILES REINFORCED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 [US ALUMINUM STOREFRONT SYSTEM SEE SEPARATE NOA PRODUCT KEVISED • OORJPIpmp withS1 Flanda lenoe No .. is x..03 ExpiAoeep Ry 4,'m/ Mian RNMMct Coodro1 Erpr. �JAY 'CNIA0IAI)M •A0 FIA"PE d 70592 C,A.N. 3839, N 12012 E re • I- clows °Eare• < LLZM iT E 8 n 8 8 A < drawing no. W04-83 sheet 3 of 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK 4. 5/8" MIN. THROW BOLT PENETRATION EXTERIOR J O AT STD. 5/8" 'MAN. THROW BOLT PENETRATION _OCK ONLY P " TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME HEIGHT TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES 1/4-20 X.5/8" HH MACHINE SCREWS AT 2" FROM .ENDS & 18" O.C. ALTERNATE LOCATION ACCESS HOLE FOR TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING rn TYPICAL ANCHORS SEE ELEV. FOR SPACING NOTE' DOOR ANO TRANSOM HEAD DETAILS CAN BE INTERCHANGED FOR VARIOUS SUBSTRATES. WOOD BUCKS AND METAL STRUCTURES NOT BY US ALUMINUM MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 451, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-3/8" MIN. EMBED INTO CONC. OR MASONRY 1114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 P51 MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: FRAME CORNERS, ASSEMBLY SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SEALER. LEAF JOINTS SEALED WITH SILICONE. PRODUCT REVISEDEngr�,AVAO AHMq se comply* Mild*CodeWphdleFlWldeILS vukN� . 3882 Acceptance He�. i6 �3 C.A.N. 538 expiration J 2, _:1012 fo4"V 0 Ti O 8 0.1 ,Tg<m0oW s drawing no. W04-83 (sheet 4 01 8 r TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM NOTE: DOOR AND TRANSOM JAMB DETAILS CAN BE INTERCHANGED FOR VARIOUS SUBSTRATES. (2) 3/8-24 X 1-1/2" MACHINE SCREWS AT EACH ENO O #6 SMS AT 24" O.C. REINFORCING BAR 41 SEE SHEETS 2 & 3 FOR CAPACITY O 1/4" MAX. SHIM D.L. OPG. IN -ACTIVE rig elk J ; ys�� am.wr„u �, 0 I �i y4� it ,q� I -r ti D.L OPG. LEAF WIDTH SEE SEPARATE 'U.S. ALUM.' NOA FOR DESIGN LOAD CAPACITY OF STOREFRONT SYSTEM. LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. EXTERIOR FRAME WIDTH O D.L. OPG. LEAF WIDTH 1/4” MAX. SHIM SPACE LEAF WIDTH METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SPACE Eitg{: 'JAVAb *MAO FLA .isE y' C.A.N. 353838 JUNE .11' ‘20)2 281 WOOD BUCK PRODUCT REVS8® B u>mMY�N ltdi with 1lfe Flaida e C & .03 Megtence No Expiation Mee 411,164 DY Mo.; ade P8' 1ua Control 113‘V J En 0 E cn SI 0 0 0 3 t5 1 2 KO CHANCE MIS SKEET a 5 0 0 0 7. a s ca E drawing no. W04-83 sheet 5 of 8 2.000-�{ - .156 3.651 r,.5ooeft r,.5oo� I o T 4.952-q -� ., 56 � 1 2.750 1.750 1.575 1.220 2.000 LI AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305)284-8100 FAX (305)262-6978 3 1.406 Ti 1.000 iI L -U I(I II 4.437 2.875 .295 a LOCK STILE Fes- CAP .094 .250 a9 SHEAR BLOCK .125-.IL- 38 SHEAR CLIP F�-- 3.773 ^I HINGE STILE .913 4.039 FRAME HEAD 750 1. ') . .125 RAIL 3.461 .156t jam--- 4.969 r.tzsTOP 2.000 2.470 2.024 ! z.000 .145 1.456 b A .062 1.1186 b .734 13 DOOR STOP (JAMB) Series 'DH -350' Aluminum Out -Swing Door (Al)) US Aluminum Division Of C.R. Laurence Co., Inc. 7500 N.W. 69TH AVE. MIAMI, FL 33166 TEL (305) 888-0077 FAX. (305) 884-3111 8.000 6.482 I-5-- 2.632 DOOR FRAME HEAD 3.773 Og LOCK STILE (IN -ACTIVE) 4.166 1.000 .125 3.651 .156 2.278 1 1.952 .135 1 2.000 C 1.191 .090 .063 d 1.186 - I 1^--.978-5i 12 DOOR STOP (HEAD) I� 0 BOTTOM RAIL 156 5.000 3.500 1.096 3.586 -•i 10 LOCK STILE (ACTIVE) l revisions: )('i (n01 date t by) description 1 �$ya R 8' 60.99 t 33 h uA 1.952 8 , .060 .471 471 + 3.500 FRAME JAMB 1.750 r .1251 3.000 .9L-8-9 .060 .875 .875 T `+-,_ •989 .349 •078 1s FLAT FILLER 19 INTERIOR GLASS 4 •841 L STOP (000R) 4 8 EXTERIOR GLASS I .832 I� STOP (DOOR) t,i52 o B « o 2i ry u o 1.260 .521 .090 .280 1.264 .062 6229 1.350 - 1.096 3.507 5.000 .-- S - o M M v 1.' ' Env:'.JAVVA6 FLA. PQMy`70582 ; CAN. `\I MAIM,' 3538 •(II ,• •. i121j2 PRODUCT REVISE rcomply �with �Florida Building Cede . Ace:pu pNo1 j�J 03 i0��2oipw �"1"`� BY /�/ 1.952 .135 1Al - .�. 1.127.500 _i-- .070 .947 �� .063�.. ,,.__.�, ! .530 17�' INTERIOR GLASS L4 .875 STOP (TRANSOM) 16 GLAZING 3.029 - ADAPTER 3A ALT. FRAME JAMB 4.412 \4 BUMPER THRESHOLD drawing no. W04-83 • 'I, t\\ ', pro," sheet 6 of 8 LOCK OPTIONS SINGLE DOORS. OPTION N1: (PANIC HARDWARE) 1490 CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 POINT LOCK BY DOR-0-MATIC. KEY OPERATED ON EXTERIOR. AT 40-1/2" FROM BOTTOM. OPTION N2: (STANDARD HARDW R ) 3 POINT LOCH SYSTEM WITH 8 PLY MORTISE HOOK LOCK AND 1/2" DIA. BOLT BY REGENT. KEY OPERATED ON EXTERIOR AND THUMB TURN OPERATOR ON INTERIOR. LOCK AT 42" FROM BOTTOM. THROW BOLTS AT TOP & BOTTOM. OPTION 43: (PANIC HARDWARE) CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 POINT LOCK BY JACKSON COMMERCIAL HARDWARE KEY OPERATED ON EXTERIOR. AT 38-1/2" FROM BOTTOM. LOCK OPTIONS DOUBLE DOORS. OPTION 41: (PANIC HARDWARF) ACTNE I FAF• 1490 CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 POINT LOCK BY DOR-0-MATIC. KEY OPERATED ON EXTERIOR. AT 40-1/2" FROM BOTTOM. INACTIVE LEAF 1490 CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 POINT LOCK BY DOR-O-MATIC. AT 40-1/2" FROM BOTTOM. OPTION N2: (STANDARD HARDWARE) ACTNE LEAF. 3 POINT LOCK SYSTEM WITH 8 PLY MORTISE HOOK LOCK AND 1/2" DIA. BOLT BY REGENT. KEY OPERATED ON EXTERIOR AND THUMB TURN OPERATOR ON INTERIOR. LOCK AT 42" FROM BOTTOM. THROW BOLTS AT TOP & BOTTOM. INACTNE LEAF 2 POINT LOCK SYSTEM WITH 1/2' DIA. BOLT BY REGENT. THUMB TURN OPERATOR ON INTERIOR AT 42" FROM BOTTOM. THROW BOLTS AT TOP & BOTTOM. OPTION N3• (PANIC HAROWA,REE) ACTIVE LEAF. CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 POINT LOCK BY JACKSON COMMERCIAL HARDWARE KEY OPERATED ON EXTERIOR. AT 38-1/2" FROM BOTTOM. INACTIVE LFAF CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 POINT LOCK BY JACKSON COMMERCIAL HARDWARE AT 38-1/2" FROM BOTTOM. HINGES: 4-1/2 X 4" TWO PIECE STEEL BUTT HINGES AT 8" FROM TOP AND BOTTOM AND 31" 0.C. MAX. ITEM 4 PART 4 REOD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 OLD -103 AS REOD. FRAME HEAD 6063-T6 - 2 • O1.0-105 1 DOOR FRAME HEAD 6063-T6 - 3 01,0-119 2/DOOR FRAME JAME 6063-T6 - 3A DLD-124 2/DOOR ALT. FRAME JAMB 6063-16 - 4 DLD-111 1 FRAME SILL 6053-T6 - 6 DLO -107 1/ LEAF TOP RAIL 6063-75 - 7 OLD -110 1/ LEAF BOTTOM RAL 6063-T5 - 8 OLD -114 1/ LEAF HINGE STILE 6063-T5 - 9 I D10-115 1/ LEAF LOCK STILE (IN -ACTIVE) 6063-T5 - 10 OLD -116 1/ LEAF LOCK STILE (ACTNE) 6063-T5 - 11 OLD -117 I CAP AT LOCKED STILE 6063-T5 - 12 DLD-106 1 DOOR STOP AT HEAD 6063-15 - 13 BCE -480 2/ DOOR DOOR STOP AT JAMB 6063-75 - 15 BCE -475 AS REOD. FLAT FILLER 6063-16 - 16 OLD -125 AS REOD. GLAZING ADAPTOR - - 17 DLD-102 AS REDO. INTERIOR GLASS STOP TRANSOM 6063-15 - 18 OLA -108 4/ LEAF EXTERIOR GLASS STOP DOOR 6063-15 - 19 '.OLD -109 4/ LEAF INTERIOR GLASS STOP DOOR 6063-15 - 21 - AS REOD. GASKET, DUROMETER 7015 SILICONE TR -5399S 22 - AS REOD. GASKET, DUROMETER 7015 EPOM TR -3235E 23 2100 AS REOD. GLAZING TAPE - - 24 , GG -75 AS REOD. INTERIOR SPACER - IMPACT SYS. 25 DOW 995 AS REOD. GLAZING COMPOUND SILICONE DOW 995 27 1350 AS RECD. SETTING BLOCK - - 29 412 X 1-1/4" AS REOD. FRAME ASSEMBLY SCREWS - P.H. SMS 30 412 X 1-3/4" AS RE00. FRAME ASSEMBLY SCREWS - F.H. SMS 31 1/4-20 X 5/8" AS REGD. FRAME ASSEMBLY SCREWS - H.H. MACHINE SCREWS 32 10-24 X 1/2" 4/ LEAF DOOR STOP SCREWS - F.H. MACHINE SCREWS 33 12-24 X 1/2" 4/ HASP HINGE INSTALLATION SCREWS - F.H. MACHINE SCREWS 35 E236 - BULB WEATHERSTRIPPING POLYPROPILENE BASE, TPE BULB - ULTRAFAB BASE DURO 90, BULB DURO 73 36 74216-K - PILE WITH FIN WEATHERSTRIPPING - ULTRAFAB 38 - - SHEAR CLIP. 4-1/2" LONG ALUMINUM - 39 OH -4 - SHEAR BLOCK 6063-T5 - 40 - 2 3 X 2 X 1/8" ANGLE, 1-3/4" LONG ALUMINUM - 41 - AS REOD. REINFORCING BAR, FULL LENGTH STEEL 1-1/2" X 1/2" 42 - 2/ LEAF FLUSH BOLT GUIDE CHANNEL ALUMINUM 3" LONG 43 - 2/ HINGE HINGE REINFORCING PLATES ALUMINUM 1-1/2" X 1/4" X 8" LONG En94: JA'VAD' AHMA9 (M FIA.. '1 /0502 C.A.N. 3538 ' 212 PRODUCrREVISED al complying with - CoQ Wt Florida Ampules No Expiration By 1 0 8 z i 5. J A 1 0 0 O 15 u '0 8 C 8 8 54 1, 8 u3� 5 8 G F i 8 0 a 0 C U o I drawing no. W04-83 sheet 7 of 8 PLUM PLATE 3-7/8" LONG 2-1/2" LONG FRAME TOP CORNER DOOR TOP CORNER B" LONG ALUM PLATE 6-7/8" LONG PRODUCT SEVISW as complying with the Florida Building Cone Acceptance No I%I/'v/� EapirelionRwc 0 1 Hy a Product Control DOOR BOTTOM CORNER Browing no. W04-83 sheet 8 of 8 GALLO WINDOW CORP. 2858 SE13 CT, HOMESTEAD, FL 33035 Calculations for MIAMI SHORES RETAIL 9501 NE 2ND AVENUE, MIAMI SHORES, FLORIDA Prepared by XCEL ENGINEERING CORP. 7816 SW 195 TERRACE, MIAMI, FL 33157 PHONE (305) 772-5023, FAX (305) 675-2255 C.A.N. 9324 May 23, 2013 gN/1-5 SIFANG ZHAO FL. #50685 Xcel Engineering Corp. DESIGN CRITERIA: FLORIDA BUILDING CODE 2010 EDITION AND WIND LOAD ALSO AS PER SPECIFICATION ASCE7-10 MEAN ROOF HEIGHT = 15.00 FT ROOF PITCH 10 DEG. MAX. DEFLECTION: L/180 MATERIALS: WINDOW AND DOOR DETAIL INFORMATION SEESHOPDRAWINGS ANCHORS: SEE SHOPDRAWINGS FOR MORE DETAIL ALLOWABLE LOAD AS PER DADE COUNTY PRODUCT APPROVAL Xcel Engineering Corp. WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER ASCE 7-10 SPECIFICATION DESIGN WIND PRESSURES ON COMPONENTS AND CLADDING ELEMENTS OF LOW-RISE BUILDING AND BUILDINGS WITH h<= 60 FT RISK CATEGORY BASIC WIND SPEED V = ROOF PITCH BUILDING MEAN ROOF HT. = EXPOSURE CATEGORY: Kh = 0.85 Kzt = 1.00 Kd = 1.00 II 175 MPH (3 SECOND GUST) DADE - °COUNTY 10° 15.00 FT VELOCITY PRESSURE qh = 0.00256 Kh Kn Kd V2 = 66.55 PSF ALLOWABLE STRESS DESIGN: LOAD FACTOR Lf = 0.60 ELEVATION TRIBUTARY AREA A (ft2) ZONE GCp COEFFICIENTS GCPi COEFFICIENT DESIGN PRESSURE Pd = Lf•gh (GCp-GCPi) (PSF) A, B 21.7 4 +.85 -.94 +/-0.180 +41.0 476) 5 + .85 - 1.15 +/- 0.180 + 41.0 - 53.2 li JOB NAME: MIAMI SHORES RETAIL 9501 NE 2ND AVENUE MIAMI SHORES, FLORIDA ENGINEERING: XCEL ENGINEERING CORP. 7816 SW 195 TERRACE CUTLER BAY, FL. 33157 (305) 772-5023 FLA. PE # 50685 DMZ YALE DMI �[wsat araliaNe GLAZING: GALLO WINDOW CORP. 2858 SE 13 CT. HOMESTEAD, FL. 33035 (305) 303-4562 State Lic. # 3//s//3/ GENERAL NOTES: 1 - US ALUMINUM INC. SERIES DH350 OUSWING ALUMINUM DOOR (LMI). N.O.A. 12-0406.01, EXP. 04/26/2017 ALUMINUM FINISH: BRONZE GLASS: ® 9/16" THK. GRAY TINTED LAMINATED GLASS composed of: 1/4" THK. BRONZE TINTED GLASS, H.S. 0.075" THK. CLEAR INTERLAYER FILM VANCEVA COMPOSITE BY SOLUTIA 1/4" THK. CLEAR GLASS, H.S. 2 - US ALUMINUM INC. SERIES DHS500 ALUMINUM SOREFRONT WINDOW (LMI) N.O.A. 11-0927.06 ALUMINUM FINISH: BRONZE GLASS: L 9/16" THK. GRAY TINTED LAMINATED GLASS (TYPE "A") composed of: 1/4" THK. BRONZE TINTED GLASS, H.S. 0.090" THK. CLEAR INTERLAYER SENTRYGLAS PLUS BY DUPONT 1/4" THK. CLEAR GLASS, H.S. MOO 1r: aw GLAaNG c IPANY: GALLO WINDOW CORP. PERMIT #: Warn, Shores Village APPROVED BY SUBJECT (0 CCMPLIWNCE WTT3-I ALL FEDERAL STATE ANL/ CC jN'i RULES AND REGULATIONS O TILE: COVER91EET OA1E: MAY 2013 SCALE: N.T.S. (SHEET 01 OF 04 JOB NAME: MIAMI SHORES RETAIL CAN (EB) #9324 SHOP DRAWINGS CHECKED FOR S1RUC1URAL RECUEEIENTS ONLY XCEL ENGINEERING C 7616 SW 195 Ter►oo. MIAM, FL. 33157 (300) 772-5023 7 SIFANG ZHAO STRUCTURES FLA PE 1 50665 INOA 11-0927.06 (LM.I.)I A 801' FRAME WORN 4 Or - (2 REQ'D) DHS 500 FIXED WINDOW SYSTEM INOA 11-0927.06 (LM.I.) DH 350 SWING DOOR SYSTEM INOA 12-0408.01 (LAI.) Pd=+ 41.0 Inc - 44.6 1-....411.1 80' FRAY! WOTN 11 D.L.O. 35 D.L.O. rff Af 2 4 OPP. OPP. . a §2,4 .1 (1 REQ'D) DHS 500 FIXED WINDOW SYSTEM DH 350 SWING DOOR SYSTEM NOA 12-0408.01 (LM.I.) Pd=+ 41.0 PSF - 44.6 MINI Se a IMMO os ins a GLAZING COMPANY: OALLO WINDOW CORP. 111LE: STOREFRONT 0008 ANO WINDOW ELEVATIONS OA1E MAY 2013 [SCALE: N.T.S. 'SHEET 02 OF 04 JOB NAME: MIAMI SHORES RETAIL CAN (EB) #9324 9H0P DRAWS CHECKED FOR STRUCTURAL REQUNEIENTS ONLY XCEL ENGINEERING - •" P. 7519 SW 195 �- MIAM. FL. 33157 (305) 772— SIFANG ZHAO STRUCTURES FLA PE / 50555 • TYPICAL ANCHORS SEE ELEV. FOR SPACING • e . 'QED€E QIST.4 v • 4 1BY OR 2BY W000 BUCKS VOI R.SI r VZrST 11 II I' I Q. V o O V EDGE DIST.. JU 4 1 O MINIM 2 s In TYPICAL ANCHORS SEE ELEV. FOR SPACING _011011111111 a 1BY OR 2BY WOOD BUCKS ep 1/4" MAX. SHIM • SECURED JAMB STEEL REINFORCING OPTIONAL SEE CHART ON SHEET 3 EXTERIOR FRAME WIDTH D.L TYPICAL ANCHORS SEE ELEV. FOR SPACING GLAZING COMPANY: GALLO WNDOW CORP. TITLE: STOREFRONT DOOR AND WNDOW ELEVATIONS OATS MAY 2013 'SCALE: N.T.S. 'SHEET 0.3 OF 04 JOB NAME: MIAMI SHORES RETAIL CAN (EB) #9324 SHOP DRAWS CHECKED FOR STRUCTURAL REQUIRBIENTS 01�� XCEL ENGINEERING 7815 SW las TERRACE MIAM, FL 33157 (305) 772-5023 SIFAN STR51CAMES FLA PE / 505115 P. HAO E J O 1/4-20 X 5/8" HH MACHINE SCREWS AT 2" FROM ENDS & 16" O.C. 11 11 l_ 0 DOOR OPNG HEIGHT 3 KSI CONCRETE • EDGE DIS. n TYPICAL ANCHORS SEE ELEV. FOR SPACING MIR a 1/2" MIN. THROW BOLT PENETRATION STEEL REINFORCING SEE SHEETS 5 AND 6 FOR CAPACITY G UGHT REINFORCING i 1,411 1-01 IL I.�•R_ JI �1[, D.L. OPG. 1r V j / 1 1 1 1 J J LEAF WIDTH INNS rrr awn se a GLAZING COMPANY: CALLO WINDOW CORP. TITLE: STOREFRONT DOOR AND WINDOW ELEVAT1CNS OATS MAY 2013 [SCALE: N.T.S. [SHEET 04 OF 04 JOB NAME: MIAMI SHORES RETAIL CAN (EB) #9324 SHOP DRA#NGS CHECKED FOR STRUCTURAL REQUIREMENTS ONLY XCEL ENGINEERING C 7810 SW 195 TERRACE MIAMI, FL. 33157 (305) 772-5023 S ti/IP 117 SIFANG ZHAO STFWCTURES FLA PE / 50685