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WS-10-2228
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 154354 Permit Number: WS -12 -10 -2228 Scheduled Inspection Date: December 22, 2011 Inspector: Bruhn, Norman Owner: CEPERO, ROBERTO Job Address: 50 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: MERLO BROTHERS CONSTRUCTION INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010200030 Phone: (786)253 -5374 Building Department Comments BLOCK UP EXISTING FRONT DOOR AND OPENING NEW FRONT DOOR WHERE THERE IS AN EXISTING WINDOW. INSTALLATION OF NEW IMPACT 13 WINDOWS & DOORS DO NOT SCHEDULE ANY INSPECTIONS UNTIL NOC IS PLACED IN FILE Passed Failed /0,1:),01-7( Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 21, 2011 For Inspections please call: (305)762 -4949 Page 1 of 25 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No. oiC 7 'Imo BY% Nda AAAAAAAl'Z:4441dd Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): 1\ 12' 8 6-r / Li a x ic c Phone #:7 "? -I 43 1 el � C 1,'(° C � 1 TTA6-6--r Address: � z City: 0� 1 (, Ji ( S HC^f --e 5 State: i. Zip: 3 ) ( 3 g Tenant/Lessee Name: Email: C fk4 C' n (4,�'6(27) c ' C %f'141L, Phone #: JOB ADDRESS: 50 I'"i' i( T 51/21--- j�- City: Miami Shores County: Folio/Parcel #: 11— f G (— CL[.- O O 7 L' Miami Dade Zip: 33 (3 D' - Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: H er.: 1- L C ' (I'2 77-44 (1-'7 CO) 5174' on 0A hone #: /13 i 3 L yy Address: 9 1 1 0 e)i.3 1 City: ,V AA t State: �° LL Qualifier Name: `J O b' � �'� � � X `� �%d "� ) Phone#: 3 7 hone #: State Certification or Registration #: C ("L ( 1 r7 Certificate of Competency #: OZIO L C.) AC,L Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 1 (-)/ c 0 ' Square/Linear Footage of Work: Type of Work: OAddress OAlteration New Oi(epair/Replace ODemolition Description of Work: Lti'lN, dr' PLEIL 4 C 1.� . , 1 - 19 - Qp, ✓�✓ �— COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees**+********** * * * * * * * * * * * * * * * * * * * * * * * * + * * * * ** Submittal Fee $ Permit Fee $ �5-� cam.. CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b arotkoved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 171 ,20(C,by 7 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: "7 -VI' C4. „,- -41-, 2- 5l; - -QY a - -- Print: My Commission Expires:. `o' "OFnod. APPROVED BY MARIA R. FONTE MY COMNIS4101N0111715481 EXPIRES: January 2, 2012 Bonded 'Mu Budget Notary Services /A,iv (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Signature The foregoing instrument was acknowledged before me this day of / 3 " " , 20 %k'', by 17) who is personally known to me or who has produced Plans Examiner Structural Review as identification and who did take an oath. NOTARY PUBLIC: Sign:rf Print: 2 r- t1 c, J MARIA R FONTE * uu 1 EXPIRES: January 2, 2012 My Commission Expires ,g p Bor�T�uNotary�rvi 0 �orFlO�. Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTOON) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: VI L -f) Piz - Ce'k) 5-7-r,L' c-Tl .,J BUSINESS ADDRESS: V (( � / 1 CI- CITY M 1.4-0 STATE L— ZIP CODE 3 3 i BUSINESS PHONE: ( ) FAX NUMBER ( J') 3 M 92- r CELL PHONE (7 fL) 3 (S3 i i- QUALIFIER'S NAME: •,-TC��6- Cr M F�g-1— ) QUALIFIER'S LIC NUMBER: E -MAIL ADDRESS (IF APPLICABLE): �= t4 w 4 £ L Created on 3119109 BY MLDV 1 RV 3126109 MLDV CERTIFICATE OF LIABILITY INSURANCE PRODUCER THE SOLUTION INS SERVICES, INC. 9900 SW 40th St Miami, FL 33165 (305) 485 -9090 DATE(MM/DD/YYYY) 11/29/2010 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED MERLO BROTHERS CONSTRUCTION CORP. 11104 SW 127 COURT MIAMI, FL. 33186 I INSURER A AMERICA SAFETY INSURANCE COMAPNY INSURER B: SUA INSURANCE COMPANY INSURER C: INSURER D: INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INBR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE(MM/DD/YYYY) POLICY EXPIRATION DATE(MM/DD/YYYY) LIMITS A X GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY GL- 011809 01/07/10 01/07/11 EACH OCCURRENCE $ 1,000,000 X PREM SESO(Ea REN1 ED ooccu ence) $ 100, 000 CLAIMS MADE X OCCUR MED EXP (My one person) $ 5 000 PERSONAL &ADVINJURY , $ 1, 000 000 GENERAL AGGREGATE , $ 2,000,000 $ 1 000 000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP /OP AGG X POLICY X ECT X LOC , , AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) GARAGE LIABILITY ANYAUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR I CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ B WORKERS AND EMPLOYERS' ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER (Mandatory If yes, describe SPECIAL COMPENSATION LIABILITY Y/N WCSUA022310 02/23/10 02/23/11 WCSTATU- OTH- X TORY LIMITS ER E.L. EACH ACCIDENT $ 100,000 EXCLUDED? Y E.L. DISEASE EA EMPLOYEE $ 100,000 in NH) under PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 10050 N.E. 2ND AVENUE MIAMI SHORES, FLORIDA 33138 MIAMI BEACH, FL. 33139 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO a.. -.. , BUT FAI RE TO DO SO SHALL IMPOSE NO OBUGATION OR LIABI -' ANY KIND UPO NSURER, ITS AGE REPRESENTATIVES. i. DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL AUTHORIZED REPRESE ACORD 25 (2009/01) ©198;- 009 A PORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 9` JS : HIS SN- OT A'1 680 =0: I MLRLO. SROTERO :.cOI S7RUCTION 1 7208 NW 35 '33.147 UNI.N. ,DA E.:COUNTY '. RLO RROTi1ERS :CONSTRUCT;ION .:INC ... pe of eustneeu .• ....: : : . A grAIERAL ' RRI EDI `= :COMTRACTOR mrc ��r to Canine COUNTY. Ott Mita aoa OMEN BY 1il1 DO NOT FORWARD MERLO BROTHERS CONSTRUCTION INC JORGE J MERLO PRES 11104 SW 127 CT MIAMI FL 33186 1tti►, 11111$ tt1iitt1ttidttt1ttlfttt ;14nttt1 MI: Mil tft t11t CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 1/5/2011 INFORMATION CERTIFICATE EXTEND OR BELOW. PRODUCER THE SOLUTION INS . SERVICES , INC . 9900 SW 40th St Miami, FL 33165 (305) 485 -9090 THIS CERTIFICATE IS ISSUED AS A MATTER OF ONLY AND CONFERS NO RIGHTS UPON THE HOLDER. THIS CERTIFICATE DOES NOT AMEND, ALTER THE COVERAGE AFFORDED BY THE POLICIES INSURERS AFFORDING COVERAGE NAIC# INSURED MERLO BROTHERS CONSTRUCTION CORP. 11104 SW 127 COURT MIAMI, FL. 33186 I INSURER A AMERICA SAFETY INSURANCE COMAPNY $ 1 000 000 INSURER B: SUA INSURANCE COMPANY X INSURER C: LIABILITY COMMERCIAL GENERAL LIABILITY INSURER D: X INSURER E: , , $ 100,000 $ 5,000 COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L 1NSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/DD/YYYY) 01/07/11 POLICY EXPIRATION DATE(MM/DD/YYYYL 01/07/12 LIMITS EACH OCCURRENCE $ 1 000 000 A X GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY GL- 011809 X PREM PREMISES 0(Ea occurence) , , $ 100,000 $ 5,000 CLAIMS MADE X OCCUR MED EXP (Any one person) PERSONAL &ADVINJURY $ 1, 000 000 GENERAL AGGREGATE , $ 2,000,000 $ 1 0 0 0 0 0 0 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP /OP AGG POLICY X EC X LOC , � AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANYAUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY OCCUR 71 CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ $ B WORKERS AND EMPLOYERS ANY PROPRIETOR/PARTNER OFFICER/MEMBER (Mandatory If yes, describe SPECIAL LIABILITY Y/N WCSVTT A022310 02/23/10 02/23/11 WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 100,000 $ 100,000 /EXECUTIVE EXCLUDED? Y E.L. DISEASE - EA EMPLOYEE in NH) under PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS OPERATIONS INCLUDED THAT OF GENERAL CONTRACTORS CERTIFICATE HOLDER VILLAGE OF MIAMI SHORES BUILDING DEPT . 10050 NE 2ND AVENUE MIAMI SHORES, FL. 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO '- ' 1 , BUT AIL E TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF , KIND U, • THE INS ER, ITS AGENTS OR REPRESENTATIVES. - rnl-. AUTHORIZED REPRESENTATIVE %algid* 5(2009/01) © 1988-2009 ACORD TION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING HOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 MERLO, JORGE JUAN MERLO BROTHERS CONSTRUCTION INC 1511 LISBON ST CORAL GABLES FL 33134 Congratulations! With this license you become one of the nearly one million Our professionals and business Department Business m architects to yacht tt brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business In order to serve you better. For information about our services, please log onto www.myforidaiicenee.com. There you can find more information about our dfvis ons and the regulations that Impact you, subscribe to department newsletters and learn more about the Department's Initiatives. Our mission at the Department Is: License Efficiently, Regulate Fairly. We constantly stove to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE DA 1 r- _._ —0AICH N'LMfft_.R ow V woo tbe4r vi $torts •tQt ' Bbipiiittion date: A G 31, • f 7 f i+aF� s M1'/ 4?/ - Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: /{ C-• / �' V"-S7 DATE: , contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: — A c= dv a From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building ep ment to continue permitting process. Acknowledged by: I L PERMIT CLERK INITIA RESUBMITTED DATE: L 5_ PERMIT CLERK INITIAL: 12I 23IZU1�- �vlka Permit No: 10 -2228 Job Name: December 22, 2010 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 1) Planning and zoning approval is required for the plans submitted. STOPPED REVIEW Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I I ' 31 o 1 - O) ' - 003i) STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1111111111111111111111111111111111111 11111111 CIF 201 1 ROi 9 6604 DR Bk 27566 Ps 0484; tips. RECORDED 01/26/2011 1445:24 HARVEY RUV1II'1e CLERK OF COURT MIAMI —LADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal des ription of property and street/a ress: 1- tali f'2 0' G .� ` ALL.. O( LCr la cOf " Ei– ©21 -T4L- 5CriO4 3'1 /4- -D,.A;c� io >�P T> ��dPIk3126Co11) D (M l9M !3a/ ?Ai 'A (L e/. mob avt d� 2. Description of improvement i%/ 44. bOVt.1 jL� A is E M.` n17 i N6tJ) ("O (Za of /ST 66, 3. Owner(s) name and address: /c013 t/TO C "YEA 0 Co NE- q ! 5'rat k - M l r1 M! 540 f--6S , GL 3 31 3 J Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. /HH6/ <L•G P11-t %7-feit COA/97- H-10) /114 MiriM( cL 33 (, 5. Surety: (Payment bond required by owner from contractor, if any Name, address and phone number. Amount of bond $ 6. Lender's name and address: STATE OF FLORIDA, COUNTY OF DADE 7. Persons within the State of Florida designated by Owner updiMiMSSY abet sgrn a sery Section 713.13(1)(a)7., Florida Statutes, original filed in this &Nts on day of Name, address and phone number. 8. In addition to himself, Owners designates the following pers0i 713.13(1)(b), Florida Statutes. DY Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU I , , ND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU OF COMMENCEMENT. Signature(s) of • _!• • . ; Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name G cv " CL ' it Print Name T i t l e / O f f i c e > DU• � 5 3 / 11 0 '5 /2% STATE OF FLORIDA A414-1141 ` f .- 3 31 gt COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this / day of By ❑ pdividuaily, or ❑ as for l 'Personally known, or ❑ produced the following type of identification: Signature of Notary Public: �� � 4 6i Print Name: %V 0 (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts ° -• 2, it are true, to the best of my knowledge and belief. Signature •, ie - :F s) or a ", • _ 1• i •nz =. �, 77(;, By $6 ,Zset, MARIA R. FON1E * , * MY COMMISSION #DD715461 D(PIRES: Janualy 2, 2012 43.44,0mo A4 Bonded Tluu Budget Notary Services Officer /D.irector/Partner/Manager who signed above: By 123.01 -52 PAGE 3 3110 PoN cM f/' 4tit BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Typ BUILDING ROOFING Permit No. (VS 1,Q- 10 - Z1-ZC7 Master Permit No. OWNER: Name (Fee Simple Titleholder): 1 d E, c6% 0 C--E2 F---CC-0 Phone #: ?43(.0 3 (0 r) LP') Address: 50 (Li . T 01 54-re e, +- City: RE' °W' 5 \ or State: F (- -- Zip: 33 ( 3 Tenant/Lessee Name: Phone #: Email: Ce per o . V-1'3I0e/`'H P _ 3 Ma ; • CAvv■ JOB ADDRESS: 5v 0 PO_ F . 9 l S City: Miami Shores County: Miami Dade zip: 33!38 Folio/Parcel #: Is the Building Historically Designated: Yes NO X Flood Zone: {'Ork 5 £ i?W /0one #: ? b iV - 4 CONTRACTOR: Company Name: 116214, Address: / I' O 4(,) 0-1 eft- city: M i Aix ( State: Qualifier Name: , meg. L D FL- zip:33(bt, Phone #: State Certification or Registration #: C 15 1 0 q- LJ C rtif t f Competency #• Contact Phone #: Email Address: 32ell ica e o om . DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: Type of Work: UAddition a, Description of Work: Square/Linear Footage of Work: n UNew ❑Repair/Replace trb 1d i Ar00 vi S ❑Demolition *• * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees*** * * * * * * * * * * * * * * * * * *•• * * * *• * * **** * * *** * * ** Submit Permit Fee $ .?SvP CCF $ CO /CC $ Scanning Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 515r0-- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whj -h o,prs seven (7) days after the buil& '. a is issued. In the absence of such posted notice, the inspection will not be p/ ovedz nd a reinspection fee wil arged. Signature Owner or Agent The foregoing instrument was acknowledged before me this ; �.�t r The fore oing instrument was acknowledged before me this ..94/ day of , 201 , by , day of _ ,20 1 1 , by (7 J- Hello , who is personally known to me or who has produced C-L-j As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 6,t%%c+ ,, APPROVED BY who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: J-// Plans Examiner Structural Review (Revised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09) Sign: Print: My Co pp�B,xpu'es: E. GARCIA 1,1; Notary Public - State o1 Florida • My Comm. Expires Dec 15, 2014 4,1". Commission # EE 49044 i /flt ' Na;u *M k Zoning Clerk MIi4MI MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOAlyi 2d11 Delta Doors Manufacturing Co. 7500 NW 69th 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Mimi-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "DHS -500" Aluminum Storefront System -LMI APPROVAL DOCUMENT: Drawing NO.. W02 -27, titled "Series -DH -500 Alum Window wall Storefront Sys - ", sheets 1 through 11 of 11, prepared by Al Farooq Corporation, dated 03 -29 -02 and last revised on August 12, 2008, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max. Exterior (positive) Design Pressure is limited to= +100 PSF 2. Lower capacity of mullion or door mullion or doors may c,ontrol. 3. Only Delta Doors single & double doors (under separate NOA) may be installed with this system. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # -08- 0618.07 (07- 0718.07) consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. I -DADE COUNTY, FLORIDA ME1R(DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov NOA No 09- 0218.05 Expiration Date: May 20, 2014 Approval Date: April 15, 2009 Page 1 Delta Doors Manufactuj pna Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (transferred from file # 08- 0618.07) 2. Drawing NO. W02 -27, titled "Series -DHS -500 Alum Window wall Storefront Sys-", sheets 1 through 11 of 11, prepared by Al Farooq Corporation, dated 03 -29 -02 and last revised on August 12, 2008, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS (transferred from file # 08- 0618.07) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration Resistant Test per FBC, TAS 202 -94 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 Along with marked -up drawings and installation diagram 'of aluminum single hung fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5662, dtd 06/29/08, signed & sealed by Carlos Rionda, P.E. 2. Additional test reports: 2.1 Test Reports No. FTL -4042, dtd 01/26/04 & FTL -4115, dtd 03/03/2004, per TAS 202, 201/203 -4, signed & sealed by Edmundo Largaespada, P.E. 2.2 Reference test Reports No(s) FTL -4254, FTL -4306 and FTL -4320 per TAS 202 -94, 201/203 -94, issued by Fenestration testing Laboratories Inc. C. CALCULATIONS 1. Anchor verification & comparative and structural analysis per FBC 2007, prepared by AL- Farooq Corporation, dated 08/12/08, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "SentryGlasPlus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 08- 0520.08 issued to "Solutia Inc." for "Vanceva (T.M.), composite interlayer, expiring on 04/17/13. F. STATEMENTS 1. Statement letter of compliance to FBC 2007 and "No financial interest ", dated 08 -06 -08 signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of Lab compliance, as a part of above referenced test reports G. OTHER 1. This NOA revises & renews NOA # 08- 0618.07 (07 -0718.07), expiring on 05 -20 -2014. 2. Test proposals # 02 -0472 & # 06 -0182, issued by BCCO. E -1 kcAot`t 1. Ll„k Ishaq I. Chanda, P. E. Product Control Examiner NOA No 09 -0218.05 Expiration Date: May 20, 2014 Approval Date: April 15, 2009 D.L OPG. SEE SHEET 2 D.L OPG. SEE SHEET 2 D.L OPG. SEE SHEET 2 D L OPG. SEE SHEET 2 4" MAX. TYP. CORNERS L 17' MAX. HEAD /SILL MAX. MUWON SP SEE SHEET 3 DHS -500 ALUMINUM WINDOW WALL STOREFRONT SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WNTIH MLAMI —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 2004/2007 EDITION INCLUDING HIGH VOACRY NURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS OBEDIENT TO BASE MATERA.. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS I5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WATERLMS INCLUDING BUT NOT UNITED TO AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. .II Ilq acne\` --J_- -/ TYPICAL ELEVATIONS I1 11 ANCHORS TYPE A R OR C ` 2. SHEET AT EACH SIDE OF MULL II IF, ANCHORS A BOR C ._ AT DOOR MULL SEE SHEETS 5 & 6 FOR QUANRRES THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHU1iER5 ARE NOT REQUIRED. INSTRUCTIONS; USE CHARTS AS FOLLOWS. 5:1:12 _2 EMI IIERA DETERMINE DESIGN MIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON S HEETT 2 FOR DESIGT1 WAD CAPACITY OF DESIRED CLASS SIZE CHECK MULLION CAPACITY FOR A OMEN SPACING MID HEIGHT USING CHARTS ON SHEET 3 FOR STOREFRONT MUWON MID SHEETS 8 & 6 FOR DOOR MULLION. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHARTS ON SHEET 4 FOR STOREFRONT MUWON AND CARTS ON SHEETS 5 & 6 FOR DOOR MUWON SELECT ANCHOR OPTION WITH DESIGN RATING 1,40RE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 5' 3O DJ_ OPG. SEE SHEET 2 M WW� Ill i _L.J. I y. .0 i t rr SEE SHEET 3 D.4 OPG. - g / j. _ V /, /' O — i, © — IN p WWTIif O — O C O O i / / / I // / Il \ 11 \ 4 \ II SEE 'DELTA DOO II IMPACT DOOR •. it FOR DOOR WON I & DETAILS. I LL ,� 7/ /, 4" MAX. TYP. CORNERS L 17' MAX. HEAD /SILL MAX. MUWON SP SEE SHEET 3 DHS -500 ALUMINUM WINDOW WALL STOREFRONT SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WNTIH MLAMI —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 2004/2007 EDITION INCLUDING HIGH VOACRY NURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS OBEDIENT TO BASE MATERA.. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS I5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WATERLMS INCLUDING BUT NOT UNITED TO AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. .II Ilq acne\` --J_- -/ TYPICAL ELEVATIONS I1 11 ANCHORS TYPE A R OR C ` 2. SHEET AT EACH SIDE OF MULL II IF, ANCHORS A BOR C ._ AT DOOR MULL SEE SHEETS 5 & 6 FOR QUANRRES THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHU1iER5 ARE NOT REQUIRED. INSTRUCTIONS; USE CHARTS AS FOLLOWS. 5:1:12 _2 EMI IIERA DETERMINE DESIGN MIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON S HEETT 2 FOR DESIGT1 WAD CAPACITY OF DESIRED CLASS SIZE CHECK MULLION CAPACITY FOR A OMEN SPACING MID HEIGHT USING CHARTS ON SHEET 3 FOR STOREFRONT MUWON MID SHEETS 8 & 6 FOR DOOR MULLION. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHARTS ON SHEET 4 FOR STOREFRONT MUWON AND CARTS ON SHEETS 5 & 6 FOR DOOR MUWON SELECT ANCHOR OPTION WITH DESIGN RATING 1,40RE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 5' 3O DJ_ OPG. SEE SHEET 2 M WW� Ill I 1 N - g / j. — i, © — 4" MAX. TYP. HEAD /SILL CORNERS 17' MAX. AT HEAD /SILL 17WDDCTRBNLVR oconrobing with dro IRsra zapteetIoe oZj D.S~ Division LAMINATED GLASS LARGE MISSILE IMPACT Frgr: DR. STRUC�TUR�ES 0111000 GIN. 7A3B AUG 12 2000 Z l 2g 8g g O ato w 0 :d 6 1 3 [drawing no. W02 -27 (sheet 1 of 11 GLASS LOAD CAPACITY - PSF GLASS LOAD CAPACITY - PSF NOMINAL OBIS. GLASS TYPES A' & NOMINAL DIMS. GLASS TYPES 'A' & 0.1.0. WIDTH 010. HMG cxr.( +)/ML( -) DLO. WIDTH DLO. HE100r EXL( +)/mo(-) 28' 32' 38' 40• 44' 48" 52" 58' 80' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 28' 32' 38' 40' 44' 48' 52" 88' 130.0 130.0 130.0 130.0 130.0 130.0 1279 130.0 130.0 28" 32' 38' 40' 44" 48" 52' 58' 80• 88' 130.0 130.0 130.0 130.0 28" 32" 38' 40• 44' 48" 102' 130.0 130.0 130.0 130.0 130.0 129.4 130.0 130.0 130.0 130.0 130.0 28' 32' 38" 40' 44' 108' 130.0 130.0 130.0 130.0 130.0 28' 32" 38' 40' 44• 48' 52' 58' ■' 72' 130.0 130.0 130.0 130.0 25" 32' 38' 40' 114" 130.0 130.0 130.0 130.0 130.0 44 -1/4' 114 -1/2' 130.0 130.0 130.0 130.0 130.0 28" 32" 38" 40' 44' 48' 52' 58' 80' 78' 130.0 130.0 130.0 130.0 130.0 130.0 130:0 130.0 130.0 28' 32' 38' 40" 44' 48' 52' 58' 8a' 84' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 28" 32' 38' 40• 44' 48" 52" 58' 90" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 O D.LO. WIDTH D.LO. WIDTH 1/4" HEAT STREN'0 GLASS 1/4" HEAT SIRE14'D GLASS .080" INTERLAYER SENTRYGI S PLUS BY 'DUPONT' 1/4' HEAT STREN'D GLASS GLASS TYPE 'A' T°RODUCp RENEWED B+ddBq die Hades AxeRitstree 1 .075" COMPOSITE INTERIAYER SrORMGIASS NOTE: BY 'oLDCAS LE' GLASS CAPACITIES ON THIS SHEET ARE 1/4' HEAT STREN'D MUSS BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). Iro I Rai iI\ GLASS TYPE 'B' GLAZING OPTIONS Env 0R. HUMAYOITN FAR0a0 STRUCTURES RA. PE 18557 AUG 1 'A 2008 1 O o • co $ O 10 :+1 w 8 O 5 a 6 1 drawing no. W02 -27 (cheat 2 et 11 T WP wp ° J D.LO. HEIGHT iii/' 1/4" HEAT STREN'0 GLASS 1/4" HEAT SIRE14'D GLASS .080" INTERLAYER SENTRYGI S PLUS BY 'DUPONT' 1/4' HEAT STREN'D GLASS GLASS TYPE 'A' T°RODUCp RENEWED B+ddBq die Hades AxeRitstree 1 .075" COMPOSITE INTERIAYER SrORMGIASS NOTE: BY 'oLDCAS LE' GLASS CAPACITIES ON THIS SHEET ARE 1/4' HEAT STREN'D MUSS BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). Iro I Rai iI\ GLASS TYPE 'B' GLAZING OPTIONS Env 0R. HUMAYOITN FAR0a0 STRUCTURES RA. PE 18557 AUG 1 'A 2008 1 O o • co $ O 10 :+1 w 8 O 5 a 6 1 drawing no. W02 -27 (cheat 2 et 11 MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. MOTH (W) 32" 38" 40" 44' 48" 52' 58" 32' 38' 40" 44' 48" or 58' 80' 32' 38' 40" 44' 48" 52" 58' 80" 32' 30" 40" 44" 48" 52" 58" 00' FRAME HEIGHT 72" 78' 84' 32' 30" 40' 44' 48' 52' 58' 80' 32• 30" 40" 44' 48' 90" 98' WITHOUT HEINF. LIGHT REINF. HEAVY PEW. IXf. ( +) ENT. ( -) EXT. ( +) 8.11. ( -) CU. ( +) wr. ( -) 100.0 100.0 100.0 _®" 130.0 130.0 130.0 100.0 130.0 130.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 130.0 ME/MI MEIIM 111/3= MIME MEIM mIEMMII MEM 130.0 130.0 1000 130.0 1300 100.0 1300 130.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0m MEEM IMEZEMI MIN 111/111 130.0 130.0 98.5 130.0 130.0 91.0 Mill MEM mMEEMI METIM MEIMI MEM MIME 130.0 100.0 100.0 88.1 98" 77.2 130.0 130.0 MEM MEM MEM 1 0 ! 130.0 130.0 130.0 130.0 130.0 100.0 130.0 M=311 MD= mffinsrisi ME/11 MEMIMI _® MEE= MEIN MIME ECEMM 130.0 130.0 78.0 70.7 130.0 130.0 88.9 0 MEE MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WIDTH (W) 32' 38" 40" 44' 48" 52" 58' 32' 38" 40" 44' 48" 52" 32' 38' 40' 44' 48' 38' 40" 48" FRAME MIGHT 102' 108" WITHOUT REINF. LIGHT RE04F. HEAVY HEMP. DO. ( +) Wf. ( -) Exr. ( +) wr. ( -) EXT. ( +) 130.0 130.0 130.0 1300 40.0 130.0 1300 40.0 128.1 130.0 40.0 117.0 130.0 MEMI 40.0 109.5 130.0 103.2 130.0 130.0 MOM 130.0 sarrnworionmil m 111.7 130.0 114 120" 40.0 103.5 13.0 40.0 98.7 122.3 ME= MEM mom MEM 108.7 m MINI 98.8 0 mEMI MEM ® 89.5 MEM MENEIMEMINEELEM 119.8 130.0 130A 97.7 123.8 MULLION LOAD CAPACITY - PSF MULLIONS WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WIDTH (W) 32" 38" 40" 44' 48" 52" 58" 80" 32' 38' 40' 44' 48' 52' 80" 32" 39' 40" 44' 48' 82" 88" 80" 32" . 35" 40" 44" 48' 52" 58" 80" 3" 38' 40" 44" 48" 52" 58" 80" 32" 38' 40" 44" 48' FRAME HEGHT 72' 78' 84' 00' 98" WITHOUT REAM. LIGHT HEINF. HEAVY Rale. EEL. ( +) INT. ( -) Da ( +) INf. ( -) ER. ( +) 1NT. ( -) 100.0 130.0 130.0 100.0 130.0 130.0 100.0 *30.0 100.0 130.0 130.0 100.0 130.0 130.0 1000 130.0 100.0 130.0 130.0 130.0 100.0 130.0 Nom 130.0 100.0 100.0 130.0 130.0 MEIMI 100.0 130.0 1300 100.0 130.0 130.0 MILM MEM MIIIMMEDMMEIMI MENIMEEM MEM MEM MMI 130.0 MEM 130.0 MEM ® 128.1 MEM MEM MIZEM 130.0 130.0 MIIEM 130.0 100.0 100.0 1300 100.0 130.0 100.0 100.0 130.0 130.0 130.0 130.0 IIKEEM MEE MEMO MIME MD= MEI= MIME � ' 98' 100.0 MEM =EMI MIEIMI MEM 113.2 MEM 11K3111 MEM! MIEN! 130.0 130.0 128.8 130.0 130.0 122.8 130.0 130.0 130.0 130.0 130.0 130.0 MULLION LOAD CAPACITY - PS? MULLIONS WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WIDTH (W) 32' 38" 40' 44' 48' 52" 58" 32' 38" 40" 48' 52" 32' 38' 40" 44' 48' 32" 38' 40" 44' 48" FtUME 88461 102' 108" 114' 120" WITHOUT REINF. LIGHT PEW. HEAVY REIN?. EXT. ( +) Exr. ( +) YNT. ( -) EXT. ( +) art. (-) 40.0 130.0 130.0 40.0 130.0 130.0 40.0 1300 130.0 40.0 118.5 130.0 40.0 109.8 130.0 40.0 � __ MOM 1289 117.7 40.0 129.1 130.0 40.0 40.0 MIME 1300 130.0 40.0 989 122.9 40.0 89.4 113.1 MEM MEIMCM MO= MEM 40.0 130.0 119.9 ni‘u z 0 INTERMEDIATE HORIZONTALS lin drawing no. W02 -27 U 4 1" i T 0 N p > i .__. ANCHOR LOAD CAPACITY - PSF EXT.( +) & INT.( -) ANCHOR LOAD CAPACITY - P30' EM.( +) & NT.( -) i HORIZONTAL NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' MTh (W) FRAME HEIGHT A2 AS A4 B2 83 ca C3 14101H (W) FRAME HEIGHT A2 AS 44 B2 B3 C2 CS - WI - °eve '� 092 32" 38' 40" 44" 4$• 48' 52" 58' 80' 72" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 32" 38" 40" 44' 45' 48" 52" 108' 119.2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 105.9 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 95.3 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 88.7 121.3 130.0 119.7 130.0 119.7 130.0 127.1 130.0 130.0 130.0 130.0 150.0 130.0 84.7 118.8 130.0 117.0 130.0 117.0 130.0 119.2 130.0 130.0 130.0 130.0 130.0 130.0 79.4 111.2 1*.0 109.7 130.0 109.7 130.0 110.0 130.0 130.0 130.0 130.0 130.0 130.0 73.3 102.7 130.0 101.3 130.0 101.3 130.0 102.1 130.0 130.0 130.0 130.0 130.0 130.0 32' 36' 40' 44' 45' 48' 114" 112.9 130.0 130.0 130.0 130.0 130.0 130.0 091 +092 95.3 130.0 130.0 130.0 130.0 130.0 130.0 100.4 130.0 130.0 130.0 130.0 130.0 130.0 W1D1H (W) 2 ( WO 32' 38" 40" 44' 45' 48' 52' 56' 80" 78' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 90.3 128.4 130.0 124.7 130.0 124.7 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 82.1 114.9 130.0 113.4 130.0 113.4 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 80.3 112.4 130.0 110.9 130.0 110.9 130.0 120.0 130.0 130.0 130.0 130.0 130.0 130.0. 78.3 105.4 130.0 103.9 130.0 103.9 1 30.0 117.3 130.0 130.0 130.0 130.0 130.0 130.0 32" 36' 40" 44' 45" 48• 120, 107.3 130.0 130.0 130.0 130.0 130.0 130.0 110.0 130.0 130.0 130.0 130.0 130.0 130.0 95.3 130.0 130.0 130.0 130.0 130.0 130.0 I"3 �n P -. $$04y4y�� 101.5 130.0 130.0 130.0 130.0 130.0 130.0 85.8 120.1 130.0 118.5 130.0 118.5 130.0 94.3 130.0 130.0 130.0 130.0 130.0 130.0 78.0 109.2 130.0 107.7 130.0 107.7 130.0 88.0 1232 130.0 121.5 130.0 121.5 130.0 78.3 108.8 130.0 108.3 130.0 105.3 130.0 32' 38' 40" 44" 48' 48' 52" 58' 80' 84" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 71.5 100.1 128.7 989 130.0 88.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 919 OFIC RS?YP88t SEE SHEET 5 FOR DESCRIPTION A2 2 ANCHORS TYPE 'A' AT EACH SIDE OF MULLION 82 m 2 ANCHORS TYPE '8' AT EACH SIDE OF MUWON (2 ° 2 ANCHORS TYPE 'C' AT EACH SIDE OF MULLION 122.8 130.0 130.0 130.0 130.0 130.0 130.0 111.4 130.0 130.0 130.0 130.0 130.0 130.0 109.0 130.0 130.0 130.0 130.0 130.0 130.0 102.1 130.0 130.0 130.0 130.0 130.0 130.0 94.3 130.0 130.0 130.0 130.0 130.0 130.0 87.6 122.6 130.0 1209 130.0 120.9 130.0 A3 ° C3 ° 3 ANCHOR TYPE 'A' AT EACH SIDE OF MUWON sy3 ANCHORS TYPE 'B' AT EACH SIDE OF MUWON ANCHOR TYPE 'C' AT EACH SIDE OF MULLION 81.7 114.4 130.0 1129 130.0 1129 130.0 32' 38' 40• 44" 45' 48" 52' 58, 80' 90' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 `3 A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 127.1 130.0 130.0 130.0 130.0 130.0 130.0 114.4 130.0 130.0 730.0 130.0 130.0 130.0 104.0 130.0 130.0 130.0 130.0 130.0 130.0 101.7 130.0 130.0 130.0 130.0 130.0 130.0 '�„._--. ,0 • R S g 95.3 130.0 130.0 130.0 130.0 130.0 130.0 88.0 123.2 130.0 121.5 130.0 121.8 130.0 81.7 78.3 114.4 708.8 130.0 130.0 112.9 1033 130.0 130.0 112.8 108.5 130.0 130.0 in • . 1. moos • ...• ...•..• •m ..- DC'FBEN&1TED 8"- _ • 3' 1 1 3, 3' �11 wkhNrcFbNAa 32' 38' 40' 44" 45' 48" 52' 58' 80" 96' 130.0 130.0 130.0 1306 130.0 130.0 130.0 3* $ J" 119.2 130.0 130.0 130.0 130.0 130.0 130.0 - 107.3 130.0 130.0 130.0 130.0 130.0 130.0 gj' 97.5 130.0 130.0 130.0 130.0 130.0 130.0 ti ®•L. � A3. B3. C3 A4 gi ±o L 95.3 130.0 130.0 1 30.0 130.0 1 30.0 130.0 c 3 Ti v 8$.4 129.1 130.0 123.4 130.0 123.4 130.0 82.5 115.5 130.0 113.9 130.0 113.9 130.0 78.6 107.3 130.0 105.8 130.0 103.8 130.0 71.5 100.1 122.7 98.8 130.0 98.8 130.0 1 g i 1 1 ii 32" 38' 40' 44' 45' 48' 52' 58' , 102' • 126.2 130.0 130.0 130.0 130.0 130.0 130.0 112,2 130.0 130.0 130.0 130.0 130.0 130.0 Fay: DR HUMAYOUN FM* Fu 16557 EAN. illy 1 F Z(}(ii< 1009 130.0 , 130.0 130.0 130.0 130.0 130.0 91.8 128.5 130.0 128.7 130.0 128.7 130.0 89.7 125.8. 130.0 123.9 130.0 123.9 130.0 84.1 117.8 130.0 118.2 130.0 1182 130.0 drawing no. W02 -27 779 108.7 130.0 107.2 130.0 107.2 130.0 72.1 100.9 1299 999 130.0 99.6 130.0 sheet 4of 11 DOOR IDIW ON LOAD CAPACITY -PBF 701'171 (8) INCHES MAIM HEIGHT INCHES WITHODT REIN?. LIGHT RED7?. MEDIUM REIN?. HEAVY REIN?. EXT. (+) TNT. (-) INT. ( -) EXT. ( +) WL (-) 30 33 38 39 42 49 48 51 54 57 80 62 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 79.0 100.0 100.0 100.0 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 1009 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 74.5 "95.9 100.0 100.0 30 33 36 39 42 45 48 51 s4 87 88 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 1009 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 74.7 96.9 100.0 100A 70.8 91.8 100.0 100.0 87.2 100.0 100.0 30 33 36 39 42 45 4B 51 84 87 00 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 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 72.8 99.3 100.0 100.0 68.5 89.7 100.0 100.0 64.7 84.7 100.0 10.0 80.2 100.0 100.0 78.5 100.0 100.0 DOOR MULLION LOAD CAPACITY -PS? WIDTH (7) INCHES FRAME HEIGHT INC558 8IT110DT REINF. LIGHT REINF. MEDIUM REDO?. TSr. REM REIlVF. 550. ( +) 04L (-) WT.( ±) (+) INT. (- EXT. ( +) 04L ( -) 30 33 38 39 42 45 48 51 54 57 60 110 75.0 100.0 100.0 100.0 89.7 98.9 100.0 100.0 83.9 88.8 100.0 100.0 59.0 82.0 100.0 100.0 84.8 78.1 100.0 100.0 51.1 71.1 97.2 100.0 68.6 91.2 100.0 62.7 85.8 100.0 59.2 81.0 100.0 58.1 76.8 97.6 53.3 72.9 92.7 30 33 38 39 42 45 48 51 54 57 60 116 95.9 100.0 100.0 87.1 100.0 100.0 78.9 100.0 100.0 73.7 100.0 100.0 68.5 93.7 100.0 63.9 87.4 100.0 58.9 82A 100.0 56.4 77.2 98.1 533 72.9 92.6 50.5 89.0 87.7 47.9 85.8 83.4 30 33 36 39 42 45 48 51 84 57 60 120 89.8 100.0 100.0 81.4 100.0 100.0 74.7 100.0 100.0 889 943 100.0 64.0 87.6 100.0 59.7 81.7 100.0 88.0 78.6 97.4 52.7 72.1 91.8 49.6 68.1 88.6 47.1 84.5 82.0 44.8 61.3 77.9 30 33 36 39 42 45 48 81 54 57 60 98 78.0 100.0 1000 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100. 1009 75.0 100.0 100.0 100.0 72.7 959 100.0 100.0 67.8 899 100.0 100.0 , 83.8 839 100.0 100.0 59.8 79.0 100.0 100.0 74.6 100.0 100.0 70.7 88.7 1050 872 91.9 100.0 30 33 38 39 42 48 48 51 54 57 60 104 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 74.8 99.4 100.0 100.0 68.9 91.7 100.0 100.0 84.0 852 100.0 100.0 59.7 79.5 100A 100.0 58A 74.5 100.0 100.0 70.2 98.0 100.0 883 90.7 100.0 82.8 859 1050 59.8 819 100.0 52 WI WIOTH (5) WI + 2 W2 DELTA DOORS OUTSWING DOORS SEE SEPARATE NOA • TOTAL NO. OF ANCHORS AT DOOR WWON NEAR //. d // d\ d \ WITHOUT WONT MEOW HEAVY SUBSTRATE REINF. RUNE. REINF. RENE. WOOD 5 6 7 9 CONCRETE 4 5 5 6 METAL 4 5 5 6 52 WI WIOTH (5) WI + 2 W2 DELTA DOORS OUTSWING DOORS SEE SEPARATE NOA • 0 //. d // d\ d \ I1 \ i1 \ b a I {1n I/ y /h }III 1 dit / 52 WI WIOTH (5) WI + 2 W2 DELTA DOORS OUTSWING DOORS SEE SEPARATE NOA • W1 52 WIDTH (W) 21 +002 0 / / d\ \ d \ d \ I1 \ i1 \ b a I {1n I/ y /h }III 1 dit / W1 52 WIDTH (W) 21 +002 DELTA DOORS OUTSWING DOORS SEE SEPARATE NOA N0. OF ANCHORS AT DOOR WM.UON AT FOOD UTE � -- / / i 3 \ \ p� WITHOUT UGHT MEDIUM HEAVY SUBSTRATE RENE. RETNF. RONF. RENE. WOOD 5 6 7 9 CONCRETE 2 3 3 4 METAL 2 3 3 4 DELTA DOORS OUTSWING DOORS SEE SEPARATE NOA TOTAL NO. OF ANCHORS AT DOOR MULLION HEAD � -- / / i 3 \ \ p� WITHOUT UI3HT MEDIUM HEAVY SUBSTRATE REINF. REPIF. REdiF. 988?. WOOD 5 6 7 9 CONCRETE 4 5 5 6 KM 4 5 8 8 DELTA DOORS OUTSWING DOORS SEE SEPARATE NOA 50. OF ANCHORS AT DOOR MULLION AT FD® UTE � -- / / i 3 \ \ p� WRHW7T LMHT MEDIUM HEAW SUBSTRATE RENNF. RENE REINF. REIN?. WOOD 2 4 4 8 CONCRETE 2 3 3 4 METAL 2 3 3 4 DELTA DOORS OUTSWING DOORS SEE SEPARATE NOA 132 W1 W10111 (W) w W1 + 002 2 Engn OR HWAYOUN PAN000 STRUCTURES F1A. PE 0 X3538 AUG 1 2 ?OP PR ODUCT RENEWER �with the JINeeptehee (49 Blind= Date tD:IkLd, :.1Q wawa CMtr• (4,"u z g MO O ei o r, Q 841 et s 1 H: C Wdrawing no.� 02 -27 (sheet 5 of 11 1 ©.T 0 � -- / / i 3 \ \ p� _ i 132 W1 W10111 (W) w W1 + 002 2 Engn OR HWAYOUN PAN000 STRUCTURES F1A. PE 0 X3538 AUG 1 2 ?OP PR ODUCT RENEWER �with the JINeeptehee (49 Blind= Date tD:IkLd, :.1Q wawa CMtr• (4,"u z g MO O ei o r, Q 841 et s 1 H: C Wdrawing no.� 02 -27 (sheet 5 of 11 DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. 0097 BF9iF. MEDIUM 9E00'. HEAVY 9E04F. NOMINAL DIMS 009? 9E04F. 88010M RE04F. HEAVY 8EH4F. wow 8950 INCIWS wmni INdi6 ) wow (w2) Nola air. N 9�8. ( +) 1FW8 MTH (001) ICBM WIDTH (002) 01CRE5 ( +i 000. ( +) OJT. ( +) 90 60 48-1/4 52 -1/4 58-1/4 64-1/4 100.0 100.0 100.0 100.0 100.0 100.0 97.1 100.0 100.0 81.5 / 100.0 100.0 84 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 45-1/4 52 -1/4 58 -1/4 64-1/4 100.0 100.0 100.0 95.7 100.0 100.0 803 100.0 100.0 85.4 100.0 100.0 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 84.5 100.0 65.1 89.0 100.0 51.5 84.1 100.0 58.3 79.7 100.0 64 46-1/4 52 -1/4 58 -1/4 84-1/4 68.9 91.5 100.0 63.1 88.4 100.0 59.8 81.8 100.0 56.7 77.6 98.6 72 48 -1/4 52 -1/4 58-1/4 64-1/4 63.0 88.1 100.0 59.6 81.5 100.0 58.6 77.4 98.4 53.9 73.7 83.7 84 46-1/4 52 -1/4 58-1/4 57.8 79.1 100.0 55.0 752 95.8 52.4 71.7 91.2 80.1 / 100.0 100.0 96 60 48-1/4 52 -1/4 55-1/4 64-1/4 933 100.0 100.0 87.5 100.0 100.0 82.4 100.0 100.0 77.8 100.0 100.0 64 48-1/4 52 -1/4 58 -1/4 64-1/4 90.6 100.0 100.0 85.1 100.0 100.0 60.2 100.0 100.0 75.9 100.0 100.0 72 48-1/4 52 -1/4 58-1/4 84-1/4 85.6 100.0 100.0 80.7 100.0 100.0 76.3 100.0 100.0 72.4 84 48-1/4 52 -1/4 58-1/4 84-1/4 79.1 / 99.0 100.0 100.0 100.0 114 46-1/4 52 -1/4 86-1/4 84-1/4 60.4 82.8 100.0 57.0 77.9 99.1 53.9 73.8 93.8 51.1 70.0 88.9 64 46-1/4 82 -1/4 58-1/4 84-1/4 58.4 80.0 100.0 55.2 75.8 98.0 52.3 71.8 91.0 49.7 68.1 88.5 72 46-1/4 52 -1/4 58-1/4 64-1/4 54.9 75.1 95.4 52.0 712 90.5 49.5 67.7 86.0 47.2 84.5 82.0 84 46-1/4 82 -1/4 50.3 88.8 87.4 47.9 85.5 813 74.8 100.0 100.0 71.1 97.2 100.0 67.6 92.6 100.0 102 80 46-1/4 52-1/4 58-1/4 64-1/4 79.8 100.0 100.0 75.0 100.0 100.0 70.8 999 100.0 67.0 91.6 100.0 64 48-1/4 52 -1/4 58-1/4 84-1/4 77.4 100.0 100.0 72.9 99.7 100.0 68.9 94.2 100.0 653 89.3 100.0 72 48-1/4 52 -1/4 58-1/4 84-1/4 73.0 99.9 100.0 120 80 46-1/4 52 -1/4 88-1/4 84-1/4 532 72.8 92.8 50.3 689 87.4 47.7 852 82.9 45.3 61.9 78.7 64 49-1/4 52 -1/4 98 -1/4 84-1/4 51.5 70.4 69.5 48.7 689 64.7 482 83.3 60.4 44.0 80.2 76.5 72 46-1/4 52 -1/4 58-1/4 48.2 68.0 83.9 45.8 62.7 79.7 43.6 59.7 75.9 84 46-1/4 44.1 88.9 94.3 100.0 85.3 89.4 100.0 62.1 85.0 100.0 84 48-1/4 52 -1/4 38-1/4 84-1/4 87.2 91.9 100.0 63.8 87.3 100.0 00.7 83.0 100.0 579 79.2 100.0 i r 60.3 7117 f DELTA DOORS OUTSWING DOORS SEE SEPARATE NOA WI TOTAL N0. OF ANCHORS AT POOR MUU.ION HEAD SUBSTRATE UPTO 75 PSF UPTO 100 PSF WOOD gg 10 CONCRETE 6 7 METAL 8 7 DELTA DOORS OUTSWING DOORS SEE SEPARATE NOA WI PPS)DUCE RENEWED sonnaod. 4 al .or osts Eihmoialb » emu drawing no. W02 -27 sheet NO. OF ANCHORS AT 0008 MULLION AT FIXED LITE SUBSTRATE UPTO 75 PSF UPTO 100 PSF W000 4 5 CONCRETE 3 4 METAL 3 4 PPS)DUCE RENEWED sonnaod. 4 al .or osts Eihmoialb » emu drawing no. W02 -27 sheet TYPICAL ANCHORS SEE I9EV. FOR SPACING _1ST OR 28Y WOOD BUCKS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • 4* VETAL STRUCTURES 4 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-199 KS7) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 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 SFt F DRI i HA10 SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8* THK. MIN. (6063 -75 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 re >• 3000 PSI MIN. MASONRY fm + 1800 P51 MIN. ranucragNEwe saepking with the M Ms s Azwytortee No 01- 711.4) BY DlrWon • a1YPICAi. ANCHORS SEE ELEV. FOR SPACING 141JG 1 , ?DOS drawing no. W02 -27 sheet 7 of 11 ) t /4' MAX TYPICAL ANCHORS SEE ELEV. FOR SPACMC 1/4' max. I/4' MAX. SHIM 1DY OR 20Y W000 BUCKS 44.:.:. 1.; .L.4 EXTERIOR FRAME WIDTH 1/4• MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W02 -27 sheet 8 of 11 STEEL REINFORCING SEE SHEETS 5 AND 6 FOR CAPACITY SEE SEPARATE 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. • so O °Pi GI 8171 0 gm 3 AUb A 2 2UU'. drawing no. W02*27 sheet g of 11 ) FRAME JAMB /MUWON POCKET FILLER 1. 1.750 1.000 4.952 x-.094 1083 3.948 FRAME HORIZONTAL OO SNAP IN COVER 4.000 14 MULLION STEEL REINFORCING 38 161 MIN. 15 DOOR MUWON —y .878 4.825 .125 DOOR MULL REINF. CHANNEL to UGHT r- 4.000 DOOR MULL REINF. BAR 17 HEAVY 4.825 DOOR MULL REINF. CHANNEL CO MEDIUM /HEAVY PRODUCT RENEWED 0104015111 with Dula% Cade eh Florida E:pj*foea j6....42.2) 1 ��/ heend Nal Fir DA. OVROW C.� N. '6997. AUG 1 8 2006 Z d . O a 02.05 ffia 3 1 1 sg drawing no. W02 -27 sheet 10 of 11) ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANP. /SUPPLER/REMARKS 1 DID -103 AS REGD. FRAME HEAD/SILL 6063 —T5 2 DLD -104 AS 8800. FRAME HORIZONTAL 6063 —T8 DLD -100 AS REOD. FRAME JAMB /MUWON 6083 —T6 4 DLD -102 AS REOD. GLAZING STOP 6083 —T5 5 8 DLD -101 AS REQO. POCKET FILLER 6083 —T6 7 BCE -475 AS READ. SNAP IN COYER, 2 -1/2" LONG 8063 —T8 8 AS REQD. GLAZING GASKET NEOPRENE 9 AS READ. GLAZING COMPOUND SILICONE DOW 995 10 AS REQD. GLAZING TAPE NORTON 11 AS REQD. SETTING BLOCK AT 1/4" POINTS NEOPRENE 1/6" X 3/4" X 2" 1090 12 /12 X 1 -1/4" 4/ CORNER ASSEMBLY SCREWS PHSiNS 13 AS READ. MUWON REINFORCING CHANNEL SLEET 14 AS RECD. MUWON REINFORCING BAR STEEL.. 15 DLO -124 2 /D00R DOOR MUWON 8083 —T8 16 AS iEQD. ,REINFORCING CHANNEL (LIGHT) SRm 17 AS W. REINFORCING CHANNEL (MEDIUM /HEAW) STEEL 18 AS REQD. REINFORCING BAR (HEAVY) STEEL Engr: fW HISI IJMAM 199000 GIN. 7638 PRODUCT RENEWED 6*kh tlx MbrE4 IRIMI Cede 1 i tokkhe r 1 crowing no. W02 -27 (sheet 11 of.11) MARIA E. LOPEZ, P.E. License Florida No 60157 25 SW 63rd Avenue, Miami Fl PHONE (786) 380-0734 PROJECT: 50 NE 91 ST MIAMI SHORES FL Input Data:, Exposure Category = Category = Importance Factor 1 = Enclosure Enclosed/Partiall Basic Wind Speed V = Topographic Factor Kzt = Directionality Factor Kd = Internal Pressure Coeff. GCpi = Building Height to Ridge hr = Building Height to Eave he = Building Length L = Building Width B = Open. 72 x Open. 48 x Open. 37 x Open. 37 x Open. 72 x Open. 36 x Open. 19 x C II 1.00 Enclosed mph 146 1.00 1.00 ± 0.18 16 11 54 34 80 108 51 38 48 80 26 Velocity Pressure: qh = 0.00256 Kz Kzt Kd V2 I psf = 46.96 psf Where qh = Velocity Pressure at Height H in psf Kz = Velocity Pressure Exposure Coeff. At Height z qz = Velocity Pressure at Height Z in psf C&C Wind Pressures: p = 94(GCp) - (Gcpi)l psf a = edge strip = Max[Min(0.1 B4O.1 L),3] = ft hr he ft Roof Slope, O = 16.4 Degrees ft Mean Roof Height, h = 13.5 ft in in in in in in in 3 ft Wall Member Effective ft ft Kz qz psf GCp positive GCp negative Zones 48,5 Zone 4 Zone 5 Open. Open. Open. Open. Open. Open. Open. 40.0 15 0.85 46.33 0.89 -0.99 -1.19 36.0 15 0.85 46.33 0.90 -1.00 -1.20 13.1 15 0.85 46.33 0.98 -1.08 -1.36 9.8 15 0.85 46.33 1.00 -1.10 -1.40 24.0 15 0.85 46.33 0.93 -1.03 -1.27 20.0 15 0.85 46.33 0.95 -1.05 -1.29 3.4 15 0.85 46.33 1.00 -1.10 -1.40 DESIGN WIND PRESSURES Wall Member ZONE 4 ZONE 5 positive negative positive negative C C C C C C C 0000000 52.69 -57.61 52.69 -67.13 52.69 -57.61 52.69 -67.13 56.92 -62.86 56.92 -75.53 57.95 -62.86 57.95 -77.59 54.17 - 59.08 54.17 -70.03 55.35 -60.21 55.35 -72.34 57.95 -62.86 57.95 -77.59 1 Miami Shores Building Department Chart Address: I. Permit No. Product Approval Schedule / Comparison Opening Description of Window Product Acceptance ✓ Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure ( +) PSF ( -) PSF (4x,0 to.0 41' & ro, , c., Pressure ( +) PSF ( -) PSF a,blo OFF/ Ti. 0 \g, 6m She 36 D CO 3 (,K'c () Yes / No t'/ /1 Yes / No 11 " Yes / No ��e, ►1 ` 1 7 o01 . 07-010c-, of ?� '1 3 rl I, c v ,t✓ l: G Y(', kpG,1- 11-1-8° 7-4--i?,.. 0 4t I, it 4, t % P 5i Lire if 1 Miami Shores Buildin t De + artment Product Approval Schedule / Comparison Chart Address: Opening Description of Window Product Acceptance "Product Approval Opening !esign Permit No. or Door or Mullion 1 jiJi/dDO u� Number Design Pressure Pressure ( +) PSF (—) PSF (+) PSF ( —) PSF 7µ 4 74.'1- -70,03 ro.0 )oo a 1/41-7 7, LLiBb rt N.'- "114 41 if @, It ® C 6m■ 1i 8a,c Ic t,14 X7.13 Rough Opening Size Shutter Required Mullion Required Yes / No Yes / No Yes / No /Jo /1• impact >J tit It k 1' It it 80,0 %,? ,,yL- 11A '37 A,Sb (/S It n it